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noticeInvitingTenderDTO	createdTs 1723468814404 version 6 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 2182622.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 09-09-2024 17:00:00 tenderQueryClose 06-09-2024 17:30:00 technicalBidOpen 10-09-2024 17:01:00 publishedDate 14-08-2024 16:11:29 publishedByPost PWD_EE_DIV_MYS publishedByUser KPE11845 - G RAJU bidValidityPeriod 90 noOfCalls 1 preBidMeetingDate 22-08-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn None percentageRateTypeText None contactPerson G RAJU splitEmdRequiredYn True emdBankGuarantee 2082622.00 emdCash 100000.00 bgValidityPeriod 135 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08212402810 mobileNumber None tenderSupplierList None
tenderSchedule	createdTs 1723468814442 version 5 createdDate None modifiedDate None tenderNumber PWD/2024-25/RD/WORK_INDENT14156 title a.Land Aquisiation for Approach roads of newly constructed Bridge near Hennehole halla at Himmavu village of SH-210 and construction of Approach road in VC. B)Improvements to Road from Udigala (SH 81) to connect Alduru gate(SH-84) from ch 35.88 to 41.77km. b)Strengthening of road from NH-212 Ch 222.80Km (Near Megalapura) to join Varuna-Hosakote road in VC from Ch 5.60 to 11.80 Km c)Resurfacing of Road from NH-212 to join Bidaragudu from Ch 0.0km to 14.20km in VC. description a.Land Aquisiation for Approach roads of newly constructed Bridge near Hennehole halla at Himmavu village of roads from connect Basavanapura(NH 150A) to Bandipalya APMC ( NH 150A) and consteuction of Approach road Varuna constituency in Nanajanagudu taluk. B. Improvements to Road from Udigala (SH 81) to connect Alduru gate(SH-84) via thammadahalli, Kengaki, Sagade, Mudnakudu, Maleyuru, Mukkadahalli, Heggavadi ( NH 150A), Panyadahundi Railway gate(NH 150A), Dasanuru, Ummatthuru(SH 57), Jannuru, Naviluru, Alduru from ch 35.88 to 41.77km in Nanjanagudu taluk. b.Strengthening of road from NH-212 Ch 222.80 Km (Near Megalapura) to join Varuna-Hosakote road via Hosahalli-Siddaramanahundi-Yadahalli at Varuna Cinstituency in Mysore taluk from Ch 5.60 to 11.80 Km c.Resurfacing of Road from NH-212 to join Bidaragudu via Thandavapura-Echagalli- Maraluru-Goddanapura from Ch. 0.00km to 14.20km in Varuna Constituency in Nanjanagudu Taluk. category WORKS categoryText Works ecv 218262199.54 deptName Public Works Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 1674 locationName PWD Division Office Mysuru provisionalAmount 248000000.0 groupOverheadTotal None fileNumber KPWD/MYS/SPL2/ORF/package3/MDR/2024-25
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1723468814000 1 None None Roads a) Road Estimate 17806050.86 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761709 141434 None 2.5(ii)A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer, A. In area of light jungle. Rates are inclusive of 18% GST. 100 Sqm 463.74 463.74 8.64 False None None False None False 4006.7136 0 3761710 141434 None 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Rates are inclusive of 18% GST. Cum 123.9 123.9 810.0 False None None False None False 100359.0 0 3761711 141434 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Rates are inclusive of 18% GST. Cum 559.32 559.32 9400.2 False None None False None False 5257719.864 0 3761712 141434 None 4.1 A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Rates are inclusive of 18% GST. Cum 2934.66 2934.66 694.8 False None None False None False 2039001.768 0 3761713 141434 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Rates are inclusive of 18% GST. Cum 3019.62 3019.62 657.0 False None None False None False 1983890.34 0 3761714 141434 None 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. Rates are inclusive of 18% GST. Sqm 48.38 48.38 2520.0 False None None False None False 121917.6 0 3761715 141434 None 5.3(i) (3) Tack coat on Bituminious surface : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom Common SR Vol-3 , P.No : 31, I.No : 5.3(i) (3) Sqm 17.7 17.7 2520.0 False None None False None False 44604.0 0 3761716 141434 None 5.12C Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Rates are inclusive of 18% GST. Cum 11149.82 11149.82 126.0 False None None False None False 1404877.32 0 3761717 141434 None 5.16C Bituminous Concrete Grading II for traffic less then 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Rates are inclusive of 18% GST. Cum 12925.72 12925.72 75.6 False None None False None False 977184.432 0 3761718 141434 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Rates are inclusive of 18% GST. Cum 581.74 581.74 774.0 False None None False None False 450266.76 0 3761719 141434 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of 18% GST. Sqm 625.4 625.4 126.0 False None None False None False 78800.4 0 3761720 141434 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Rates are inclusive of 18% GST. Nos 430.7 430.7 306.0 False None None False None False 131794.2 0 3761721 141434 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. Rates are inclusive of 18% GST. Nos 4252.72 4252.72 2.0 False None None False None False 8505.44 0 3761722 141434 None 8.17 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Rates are inclusive of 18% GST. Nos 2384.78 2384.78 10.0 False None None False None False 23847.8 0 3761723 141434 None 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Rates are inclusive of 18% GST. Cum 8036.98 8036.98 15.96 False None None False None False 128270.2008 0 3761724 141434 None 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Rates are inclusive of 18% GST. Cum 13965.3 13965.3 23.94 False None None False None False 334329.282 0 3761725 141434 None 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Rates are inclusive of 18% GST. Cum 16485.78 16485.78 41.04 False None None False None False 676576.4112 0 3761726 141434 None 14.4A Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder. Rates are inclusive of 18% GST. Cum 2256.16 2256.16 400.5 False None None False None False 903592.08 0 3761727 141434 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18% GST. Cum 120.36 120.36 53.5 False None None False None False 6439.26 0 3761728 141434 None 8.25 ii Metal Beam Crash Barrier Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810. Rates are inclusive of 18% GST. Rmtr 5216.78 5216.78 600.0 False None None False None False 3130068.0 0 1723468814000 1 None None Roads a. Retaining Wall 732087.85 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761729 141435 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Rates are inclusive of 18% GST. Cum 120.36 120.36 56.25 False None None False None False 6770.25 0 3761730 141435 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 7067.02 7067.02 7.5 False None None False None False 53002.65 0 3761731 141435 None 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 7418.66 7418.66 13.2 False None None False None False 97926.312 0 3761732 141435 None 2.2.1 Add for Formwork chages at 10% of Finished concrete rate Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 741.87 741.87 13.2 False None None False None False 9792.684 0 3761733 141435 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 8074.74 8074.74 24.3 False None None False None False 196216.182 0 3761734 141435 None 2.5.2 Add for Formwork chages at 10% of Finished concrete rate Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 807.47 807.47 24.3 False None None False None False 19621.521 0 3761735 141435 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. Rates are inclusive of 18% GST. Tonne 93232.98 93232.98 2.44 False None None False None False 227488.4712 0 3761736 141435 None 12.3 A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material Rates are inclusive of 18% GST. Cum 1378.24 1378.24 23.62 False None None False None False 32554.0288 0 3761737 141435 None 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Rates are inclusive of 18% GST. Cum 3158.86 3158.86 27.0 False None None False None False 85289.22 0 3761738 141435 None 12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Rates are inclusive of 18% GST. Cum 282.02 282.02 12.15 False None None False None False 3426.543 0 1723468814000 1 None None Roads a. Maintenance estimate 49727.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761739 141436 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a)Rates are inclusive of 18% GST. 100 Sqm 463.74 463.74 8.64 False None None False None False 4006.7136 0 3761740 141436 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) Rates are inclusive of 18% GST. 100 Sqm 463.74 463.74 8.64 False None None False None False 4006.7136 0 3761741 141436 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) Rates are inclusive of 18% GST. 100 Sqm 463.74 463.74 8.64 False None None False None False 4006.7136 0 3761742 141436 None 10.4 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification common SR Volume 3, page No 93, I.No 10.15(i) Rates are inclusive of 18% GST. Sqm 310.34 310.34 12.6 False None None False None False 3910.284 0 3761743 141436 None 10.4 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification common SR Volume 3, page No 93, I.No 10.15(i) Rates are inclusive of 18% GST. Sqm 310.34 310.34 25.2 False None None False None False 7820.568 0 3761744 141436 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Rates are inclusive of 18% GST. Sqm 114.46 114.46 27.0 False None None False None False 3090.42 0 3761745 141436 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Rates are inclusive of 18% GST. Sqm 114.46 114.46 27.0 False None None False None False 3090.42 0 3761746 141436 None 10.20 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Rates are inclusive of 18% GST. Sqm 114.46 114.46 27.0 False None None False None False 3090.42 0 3761747 141436 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Rates are inclusive of 18% GST. Mtr 7.08 7.08 720.0 False None None False None False 5097.6 0 3761748 141436 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Rates are inclusive of 18% GST. Mtr 7.08 7.08 720.0 False None None False None False 5097.6 0 3761749 141436 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Rates are inclusive of 18% GST. Mtr 7.08 7.08 720.0 False None None False None False 5097.6 0 3761750 141436 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 (Common SR Vol-3 , P.No : 147, I.No : 16.22) Rates are inclusive of 18% GST. Km 2341.12 2341.12 0.36 False None None False None False 842.8032 0 3761751 141436 None 16.24 (i)) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Rates are inclusive of 18% GST. Km 243.08 243.08 0.36 False None None False None False 87.5088 0 3761752 141436 None 20.25 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 20.25 (ii)) Rates are inclusive of 18% GST. Km 1339.3 1339.3 0.36 False None None False None False 482.148 0 1723468814000 1 None None Roads B) Improvements to Road from Udigala (SH 81) to connect Alduru gate(SH-84) from ch 35.88 to 41.77km. 52950878.07 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761753 141437 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer, A. In area of light jungle Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 176.7 False None None False None False 81942.858 0 3761754 141437 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 2146.91 False None None False None False 258402.0876 0 3761755 141437 None 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 17, I.No : 3.7 Cum 123.9 123.9 2187.0 False None None False None False 270969.3 0 3761756 141437 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work, Rates are inclusive of 18% GST. Common SR Vol- 1 , P.No : 7, I.No : 1.8 Cum 559.32 559.32 4374.0 False None None False None False 2446465.68 0 3761757 141437 None 4.1 A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Rates are inclusive of 18% GST. Common SR Vol- 3 , P.No : 23, I.No : 4.1 A(v) Cum 2934.66 2934.66 2397.6 False None None False None False 7036140.816 0 3761758 141437 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Rates are inclusive of 18% GST. Common SR Vol- 3 , P.No : 26, I.No : 4.17 Cum 3019.62 3019.62 2349.0 False None None False None False 7093087.38 0 3761759 141437 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Rates are inclusive of 18% GST. Common SR Vol- 3 , P.No : 17, I.No : 3.6 Cum 581.74 581.74 2951.45 False None None False None False 1716976.523 0 3761760 141437 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction Rates are inclusive of 18% GST. Common SR Vol- 1 , P.No :7 , I.No : 1.7 Cum 140.42 140.42 644.07 False None None False None False 90440.3094 0 3761761 141437 None 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) Sqm 48.38 48.38 8910.0 False None None False None False 431065.8 0 3761762 141437 None 5.32 Tack coat on Bituminious surface : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 43, I.No : 5.32 Sqm 14.16 14.16 23953.75 False None None False None False 339185.1 0 3761763 141437 None 5.33 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 43, I.No : 5.33 Sqm 17.7 17.7 8910.0 False None None False None False 157707.0 0 3761764 141437 None 5.12 C Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 35, I.No : 5.12 C Cum 11149.82 11149.82 1666.67 False None None False None False 18583070.4994 0 3761765 141437 None 5.16C Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 38, I.No : 5.16C Cum 12925.72 12925.72 985.91 False None None False None False 12743596.6052 0 3761766 141437 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.15 Sqm 625.4 625.4 1203.0 False None None False None False 752356.2 0 3761767 141437 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable ofproviding total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will beby drilling holes on the road for the shanks to go inside without nails and using epoxy resin based adhesive as permanufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 74, I.No : 8.43 Nos 430.7 430.7 1964.0 False None None False None False 845894.8 0 3761768 141437 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) Nos 4252.72 4252.72 16.0 False None None False None False 68043.52 0 3761769 141437 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :65, I.No : 8.7 Sqm 10631.8 10631.8 1.62 False None None False None False 17223.516 0 3761770 141437 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Each 3453.86 3453.86 3.0 False None None False None False 10361.58 0 3761771 141437 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16(iii) Each 993.56 993.56 8.0 False None None False None False 7948.48 0 1723468814000 1 None None Roads Construction of CC Drain at Dasanuru village 2916943.5 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761772 141438 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 535.08 False None None False None False 64402.2288 0 3761773 141438 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 Cum 7067.02 7067.02 76.44 False None None False None False 540203.0088 0 3761774 141438 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 7461.14 7461.14 151.2 False None None False None False 1128124.368 0 3761775 141438 None 111, Addendum I Form work 35% : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 111, Addendum I Cum 2611.4 2611.4 90.0 False None None False None False 235026.0 0 3761776 141438 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 16, I.No : 2.5.2 Cum 8074.74 8074.74 6.0 False None None False None False 48448.44 0 3761777 141438 None 111, Addendum I For Form Work 35% : Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 111, Addendum I Cum 2826.16 2826.16 6.0 False None None False None False 16956.96 0 3761778 141438 None 17.14 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete , Rates are inclusive of 18% GST. Common SR Vol-2 , P.No : 177, I.No :17.14 Sqm 1380.6 1380.6 160.0 False None None False None False 220896.0 0 3761779 141438 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 18, I.No : 2.11h Tonne 93232.98 93232.98 7.11 False None None False None False 662886.4878 0 1723468814000 1 None None Roads Construction of Pipe culvert at ch 39.90 km & 40.48km 491901.79 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761780 141439 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m . Rates are inclusive of 18% GST.Common SR Vol-1 page No 8. I.No 1.14.1 Cum 120.36 120.36 121.5 False None None False None False 14623.74 0 3761781 141439 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates . Rates are inclusive of 18% GST.Common SR Vol-1 page No 15. I.No 2.1.3 Cum 7067.02 7067.02 2.25 False None None False None False 15900.795 0 3761782 141439 None 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . Rates are inclusive of 18% GST. Common SR Vol-1 page No 16. I.No 2.5.1 Cum 7823.4 7823.4 15.2 False None None False None False 118915.68 0 3761783 141439 None 111, Addendum I Form work 8%: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . Rates are inclusive of 18% GST.Common SR Vol-1 , P.No : 111, Addendum I Cum 625.87 625.87 15.2 False None None False None False 9513.224 0 3761784 141439 None 16.15(b) Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets Clause 1101.6 .b 1000 mm dia, . Rates are inclusive of 18% GST.Common SR Vol-3 page No 146. I.No 16.15(b) Mtr 9390.44 9390.44 25.0 False None None False None False 234761.0 0 3761785 141439 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification . Rates are inclusive of 18% GST. (Common SR Vol-1 page No 18. I.No 2.11h) Tonne 93232.98 93232.98 0.42 False None None False None False 39157.8516 0 3761786 141439 None 16.15(c) Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets Clause 1101.6 .b 1000 mm dia, Rates are inclusive of 18% GST. Common SR Vol-3 page No 146. I.No 16.15(c) Mtr 3935.3 3935.3 15.0 False None None False None False 59029.5 0 1723468814000 1 None None Roads Maintenance of road Upto 5 Years (Including 2 years Contract period) 834244.03 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761787 141440 None 2.5(ii)(a) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 176.7 False None None False None False 81942.858 0 3761788 141440 None 2.5(ii)(a). Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 176.7 False None None False None False 81942.858 0 3761789 141440 None 2.5(ii)(a) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 176.7 False None None False None False 81942.858 0 3761790 141440 None 10.4 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification Rates are inclusive of 18% GST. common SR Volume 3, page No 93, I.No 10.15(i). Sqm 310.34 310.34 161.98 False None None False None False 50268.8732 0 3761791 141440 None 10.40 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification Rates are inclusive of 18% GST. common SR Volume 3, page No 93, I.No 10.15(i). Sqm 310.34 310.34 323.95 False None None False None False 100534.643 0 3761792 141440 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18% GST. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 22.27 False None None False None False 2680.4172 0 3761793 141440 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18% GST. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 22.27 False None None False None False 2680.4172 0 3761794 141440 None 10.20 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 441.75 False None None False None False 50562.705 0 3761795 141440 None 10.20 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 441.75 False None None False None False 50562.705 0 3761796 141440 None 10.20 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 441.75 False None None False None False 50562.705 0 3761797 141440 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18% GST.(Common SR Vol-3 , P.No :147, I.No : 16.19) Mtr 7.08 7.08 11780.0 False None None False None False 83402.4 0 3761798 141440 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No :147, I.No : 16.19) Mtr 7.08 7.08 11780.0 False None None False None False 83402.4 0 3761799 141440 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No :147, I.No : 16.19) Mtr 7.08 7.08 11780.0 False None None False None False 83402.4 0 3761800 141440 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 147, I.No : 16.20 (i)) Km 2341.12 2341.12 5.89 False None None False None False 13789.1968 0 3761801 141440 None 16.24 (i) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Km 243.08 243.08 5.89 False None None False None False 1431.7412 0 3761802 141440 None 16.24 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)) Km 1339.3 1339.3 5.89 False None None False None False 7888.477 0 3761803 141440 None 16.20 (i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 Rates are inclusive of 18% GST.(Common SR Vol-3 , P.No : 147, I.No : 16.20 (i)) Nos 2415.46 2415.46 3.0 False None None False None False 7246.38 0 1723468814000 1 None None Roads HT YARD 150666.22 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761804 141441 None 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06) and Labour Nos 5617.0 5617.0 6.0 False None None False None False 33702.0 0 3761805 141441 None IX a 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (Bescom Part-III, Pg 2, I.No IX a) and labour Labour Nos 790.0 790.0 4.0 False None None False None False 3160.0 0 3761806 141441 None XIX e 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (CESC SR 3/ XIX e) (Bescom Part-III, Pg 3, I.No XIX e) Set 221.0 221.0 10.0 False None None False None False 2210.0 0 3761807 141441 None XII a LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS (Bescom Part-III, Pg 2, I.No XII a) and labour Nos 561.0 561.0 9.0 False None None False None False 5049.0 0 3761808 141441 None XII d 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) Nos 65.0 65.0 10.0 False None None False None False 650.0 0 3761809 141441 None XIX c No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) Nos 25.0 25.0 16.0 False None None False None False 400.0 0 3761810 141441 None XX b ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (Bescom Part-III, Pg 3, I.No XX b) including 3 Percent Accessories and labour Km 66659.45 66659.45 0.5 False None None False None False 33329.725 0 3761811 141441 None XX a ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM (Bescom Part-III, Pg 3, I.No XX a) including 3 Percent Accessories & labour Km 41542.0 41542.0 0.5 False None None False None False 20771.0 0 3761812 141441 None XXIII a Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (Bescom Part-III, Pg 3, I.No XXIII a) and labour Set 1657.0 1657.0 4.0 False None None False None False 6628.0 0 3761813 141441 None I b Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL and labour Nos 2547.9 2547.9 4.0 False None None False None False 10191.6 0 3761814 141441 None IX a Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole and Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) Nos 231.8 231.8 8.0 False None None False None False 1854.4 0 3761815 141441 None IX a Releasing and refixing of LT 4/2 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) Nos 231.8 231.8 8.0 False None None False None False 1854.4 0 3761816 141441 None XX b Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM Labour (3299*1.9) (Bescom Part-III, Pg 3, I.No XX b) Km 6268.1 6268.1 1.0 False None None False None False 6268.1 0 3761817 141441 None XX a Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM Labour (2420*1.9) (Bescom Part-III, Pg 3, I.No XX a) Km 4598.0 4598.0 1.0 False None None False None False 4598.0 0 3761818 141441 None Round off Chescom Charges Lump Sum for Each 20000.0 20000.0 1.0 False None None False None False 20000.0 0 1723468814000 1 None None Roads Strengthening of road from NH-212 Ch 222.80 Km (Near Megalapura) to join Varuna-Hosakote road via Hosahalli-Siddaramanahundi-Yadahalli at Varuna Cinstituency in Mysore taluk from Ch 5.60 to 11.80 Km 43360621.09 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761819 141442 None 2.5(ii)a Clearing and grubbing road land including weeds, shrubs, bushes, grass, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned in Light jungle - By Mechanical Means using, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 126.0 False None None False None False 58431.24 0 3761820 141442 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 1933.27 False None None False None False 232688.3772 0 3761821 141442 None 4.17(A) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 26, I.No : 4.17(A) Cum 3019.62 3019.62 90.0 False None None False None False 271765.8 0 3761822 141442 None 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) Sqm 48.38 48.38 300.0 False None None False None False 14514.0 0 3761823 141442 None 5.32 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 43, I.No : 5.32 Sqm 14.16 14.16 37793.0 False None None False None False 535148.88 0 3761824 141442 None 15.12C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA , Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 35, I.No : 5.12 C Cum 11149.82 11149.82 1943.05 False None None False None False 21664657.751 0 3761825 141442 None 5.16C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 38, I.No : 5.16C Cum 12925.72 12925.72 1133.79 False None None False None False 14655052.0788 0 3761826 141442 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, Inclusive of GST 18 Percent.Common SR Vol- 3 , P.No : 15 , I.No : 3.6 Cum 581.74 581.74 965.63 False None None False None False 561745.5962 0 3761827 141442 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of otherstructures graded with desired compaction, Inclusive of GST 18 Percent.Common SR Vol- 1 , P.No : 7 , I.No : 1.7 Cum 133.34 133.34 789.37 False None None False None False 105254.5958 0 3761828 141442 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :57, I.No : 8.15 Sqm 625.4 625.4 1401.0 False None None False None False 876185.4 0 3761829 141442 None 8.43 Supplying and Fixing of Moulded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer PWD SOR for Roads & Bridges Inclusive of GST 18 Percent Common SR Vol-3 , Item No. VOL-III-8.43 Page No.74 No 430.7 430.7 1594.0 False None None False None False 686535.8 0 3761830 141442 None 8.25A Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Type - A, "W" : Metal Beam Crash Barrier Inclusive of GST 18 Percent Common SR Vol-3 , P.No :69, I.No : 8.25(A) Mtr 4295.2 4295.2 800.0 False None None False None False 3436160.0 0 3761831 141442 None 10.14 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3 Inclusive of GST 18 Percent Common SR Vol-5 , P.No :113, I.No : 10.1.4 Rmtr 189.98 189.98 200.0 False None None False None False 37996.0 0 3761832 141442 None 10.1.5 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3 Inclusive of GST 18 Percent Common SR Vol-5 , P.No :113, I.No : 10.1.5 Rmtr 259.6 259.6 200.0 False None None False None False 51920.0 0 3761833 141442 None 8.16(i) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc Ordinary kilometre stone (Pre- cast) 5th Kilometer Stone Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16(i) Each 5995.58 5995.58 1.0 False None None False None False 5995.58 0 3761834 141442 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Each 3453.86 3453.86 5.0 False None None False None False 17269.3 0 3761835 141442 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16. (iii) Each 993.56 993.56 24.0 False None None False None False 23845.44 0 3761836 141442 None 8.6 A(iv) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :54, I.No : 8.6. A(iv) No 4252.72 4252.72 16.0 False None None False None False 68043.52 0 3761837 141442 None 8.7 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :64, I.No : 8.7 Sqm 10631.8 10631.8 5.4 False None None False None False 57411.72 0 1723468814000 1 None None Roads Construction of CC Drain 1199944.9 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761838 141443 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 256.0 False None None False None False 30812.16 0 3761839 141443 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 Cum 7067.02 7067.02 32.0 False None None False None False 226144.64 0 3761840 141443 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Inclusive of GST 18 Percent.Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 7461.14 7461.14 64.0 False None None False None False 477512.96 0 3761841 141443 None 2.4.2 Form work : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 2611.4 2611.4 64.0 False None None False None False 167129.6 0 3761842 141443 None 2.11h Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications., Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 18, I.No : 2.11 h Tonne 93232.98 93232.98 3.2 False None None False None False 298345.536 0 1723468815000 1 None None Roads Maintenance of road upto 5 Year (Including 2 Years Contract period) 725538.12 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761843 141444 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 122.4 False None None False None False 56761.776 0 3761844 141444 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 122.4 False None None False None False 56761.776 0 3761845 141444 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 122.4 False None None False None False 56761.776 0 3761846 141444 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 170.5 False None None False None False 31586.83 0 3761847 141444 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 341.0 False None None False None False 63173.66 0 3761848 141444 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Inclusive of GST 18 Percent (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 366.3 False None None False None False 44087.868 0 3761849 141444 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Inclusive of GST 18 Percent (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 366.3 False None None False None False 44087.868 0 3761850 141444 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 382.5 False None None False None False 43780.95 0 3761851 141444 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 382.5 False None None False None False 43780.95 0 3761852 141444 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 382.5 False None None False None False 43780.95 0 3761853 141444 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 10200.0 False None None False None False 72216.0 0 3761854 141444 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 10200.0 False None None False None False 72216.0 0 3761855 141444 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 10200.0 False None None False None False 72216.0 0 3761856 141444 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.22) Km 2341.12 2341.12 6.2 False None None False None False 14514.944 0 3761857 141444 None 16.24 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Km 243.08 243.08 6.2 False None None False None False 1507.096 0 3761858 141444 None 16.24(iii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 148, I.No : 16.24 (iii) Km 1339.3 1339.3 6.2 False None None False None False 8303.66 0 1723468815000 1 None None Roads c) Resurfacing of Road from NH-212 to join Bidaragudu via ThandavapuraEchagalli-MaraluruGoddanapura from Ch. 0.00km to 14.20km 95399037.78 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761859 141445 None 2.5(ii)a Clearing and grubbing road land including weeds, shrubs, bushes, grass, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned in Light jungle - By Mechanical Means using, Inclusive of GST 18 Percent. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 256.8 False None None False None False 119088.432 0 3761860 141445 None 5.32 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 43, I.No : 5.32 Sqm 14.16 14.16 101700.0 False None None False None False 1440072.0 0 3761861 141445 None 15.12C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA , Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Rates are inclusive of 18% GST.Common SR Vol-3 , P.No : 35, I.No : 5.12 C Cum 11149.82 11149.82 2667.3 False None None False None False 29739914.886 0 3761862 141445 None 5.16C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 38, I.No : 5.16C Cum 12925.72 12925.72 1569.0 False None None False None False 20280454.68 0 3761863 141445 None 5.8 ii C Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 33, I.No : 5.8 ii C Cum 9039.98 9039.98 2519.4 False None None False None False 22775325.612 0 3761864 141445 None 5.31 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 43, I.No : 5.31 Cum 11979.36 11979.36 1234.99 False None None False None False 14794389.8064 0 3761865 141445 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Rates are inclusive of 18% GST. Common SR Vol- 3 , P.No : 17, I.No : 3.6 Cum 581.74 581.74 2640.0 False None None False None False 1535793.6 0 3761866 141445 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No:67, I.No : 8.15 Sqm 625.4 625.4 5088.2 False None None False None False 3182160.28 0 3761867 141445 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 74, I.No : 8.43 Each 430.7 430.7 2000.0 False None None False None False 861400.0 0 3761868 141445 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) Each 4252.72 4252.72 40.0 False None None False None False 170108.8 0 3761869 141445 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Rates are inclusive of 18% GST. ommon SR Vol-3 , P.No :65, I.No : 8.7 Sqm 10631.8 10631.8 13.32 False None None False None False 141615.576 0 3761870 141445 None 8.16(i) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc Ordinary kilometre stone (Pre- cast) 5th Kilometer Stone. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16(i) Each 5995.58 5995.58 2.0 False None None False None False 11991.16 0 3761871 141445 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast). Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Each 3453.86 3453.86 13.0 False None None False None False 44900.18 0 3761872 141445 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast). Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16. (iii) Each 993.56 993.56 56.0 False None None False None False 55639.36 0 3761873 141445 None 8.17 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.17 Nos 2384.78 2384.78 50.0 False None None False None False 119239.0 0 3761874 141445 None 8.48 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 76, I.No : 8.48 Nos 4231.48 4231.48 30.0 False None None False None False 126944.4 0 1723468815000 1 None None Roads Maintenance of road Upto 5 Years (Including 2 years Contract period) 1644557.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3761875 141446 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 316.8 False None None False None False 146912.832 0 3761876 141446 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 316.8 False None None False None False 146912.832 0 3761877 141446 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 316.8 False None None False None False 146912.832 0 3761878 141446 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 480.75 False None None False None False 89063.745 0 3761879 141446 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to.Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 961.5 False None None False None False 178127.49 0 3761880 141446 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18 % GST. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 20.41 False None None False None False 2456.5476 0 3761881 141446 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m . Rates are inclusive of 18 % GST. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 20.41 False None None False None False 2456.5476 0 3761882 141446 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 710.0 False None None False None False 81266.6 0 3761883 141446 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18 % GST. .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 710.0 False None None False None False 81266.6 0 3761884 141446 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 710.0 False None None False None False 81266.6 0 3761885 141446 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 28400.0 False None None False None False 201072.0 0 3761886 141446 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18 % GST. Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 28400.0 False None None False None False 201072.0 0 3761887 141446 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 28400.0 False None None False None False 201072.0 0 3761888 141446 None 16.20 (i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 147, I.No : 16.20 i) No. 2415.46 2415.46 12.0 False None None False None False 28985.52 0 3761889 141446 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 147, I.No : 16.22) Km 2341.12 2341.12 14.2 False None None False None False 33243.904 0 3761890 141446 None 16.24 (i) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Km 243.08 243.08 14.2 False None None False None False 3451.736 0 3761891 141446 None 20.25 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 148, I.No : 20.25 (ii)) Km 1339.3 1339.3 14.2 False None None False None False 19018.06 0 1723470382000 1 None None Roads a.Land Aquisiation for Approach roads of newly constructed Bridge near Hennehole halla at Himmavu village of SH-210 and construction of Approach road in VC. B)Improvements to Road from Udigala (SH 81) to connect Alduru gate(SH-84) from ch 35.88 to 41.77km. b)Strengthening of road from NH-212 Ch 222.80Km (Near Megalapura) to join Varuna-Hosakote road in VC from Ch 5.60 to 11.80 Km c)Resurfacing of Road from NH-212 to join Bidaragudu from Ch 0.0km to 14.20km in VC. 218262199.54 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 3762161 141460 None 1.06 PSC Pole - 9 Mtr Long, 200 Kg WL (Bescom Part-III,Pg 1, I.No 1.06) and Labour Nos 5617.0 5617.0 6.0 False None None False None False 33702.0 0 3762086 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Rates are inclusive of 18% GST. Cum 120.36 120.36 56.25 False None None False None False 6770.25 0 3762129 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 535.08 False None None False None False 64402.2288 0 3762137 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m . Rates are inclusive of 18% GST.Common SR Vol-1 page No 8. I.No 1.14.1 Cum 120.36 120.36 121.5 False None None False None False 14623.74 0 3762195 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 256.0 False None None False None False 30812.16 0 3762144 141460 None 2.5(ii)(a) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 176.7 False None None False None False 81942.858 0 3762017 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 122.4 False None None False None False 56761.776 0 3762033 141460 None 2.5(ii)a Clearing and grubbing road land including weeds, shrubs, bushes, grass, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned in Light jungle - By Mechanical Means using, Inclusive of GST 18 Percent. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 256.8 False None None False None False 119088.432 0 3762049 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 316.8 False None None False None False 146912.832 0 3762066 141460 None 2.5(ii)A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer, A. In area of light jungle. Rates are inclusive of 18% GST. 100 Sqm 463.74 463.74 8.64 False None None False None False 4006.7136 0 3762096 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a)Rates are inclusive of 18% GST. 100 Sqm 463.74 463.74 8.64 False None None False None False 4006.7136 0 3762110 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer, A. In area of light jungle Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 176.7 False None None False None False 81942.858 0 3762176 141460 None 2.5(ii)a Clearing and grubbing road land including weeds, shrubs, bushes, grass, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned in Light jungle - By Mechanical Means using, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 126.0 False None None False None False 58431.24 0 3762111 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 2146.91 False None None False None False 258402.0876 0 3762177 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 8, I.No : 1.14.1 Cum 120.36 120.36 1933.27 False None None False None False 232688.3772 0 3762087 141460 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 7067.02 7067.02 7.5 False None None False None False 53002.65 0 3762130 141460 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 Cum 7067.02 7067.02 76.44 False None None False None False 540203.0088 0 3762138 141460 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates . Rates are inclusive of 18% GST.Common SR Vol-1 page No 15. I.No 2.1.3 Cum 7067.02 7067.02 2.25 False None None False None False 15900.795 0 3762196 141460 None 2.1.3 Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 15, I.No : 2.1.3 Cum 7067.02 7067.02 32.0 False None None False None False 226144.64 0 3762145 141460 None 2.5(ii)(a). Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 176.7 False None None False None False 81942.858 0 3762018 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 122.4 False None None False None False 56761.776 0 3762050 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 316.8 False None None False None False 146912.832 0 3762097 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) Rates are inclusive of 18% GST. 100 Sqm 463.74 463.74 8.64 False None None False None False 4006.7136 0 3762067 141460 None 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Rates are inclusive of 18% GST. Cum 123.9 123.9 810.0 False None None False None False 100359.0 0 3762034 141460 None 5.32 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 43, I.No : 5.32 Sqm 14.16 14.16 101700.0 False None None False None False 1440072.0 0 3762162 141460 None IX a 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole (Bescom Part-III, Pg 2, I.No IX a) and labour Labour Nos 790.0 790.0 4.0 False None None False None False 3160.0 0 3762068 141460 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. Rates are inclusive of 18% GST. Cum 559.32 559.32 9400.2 False None None False None False 5257719.864 0 3762035 141460 None 15.12C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA , Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Rates are inclusive of 18% GST.Common SR Vol-3 , P.No : 35, I.No : 5.12 C Cum 11149.82 11149.82 2667.3 False None None False None False 29739914.886 0 3762088 141460 None 2.2.1 Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 7418.66 7418.66 13.2 False None None False None False 97926.312 0 3762131 141460 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 7461.14 7461.14 151.2 False None None False None False 1128124.368 0 3762197 141460 None 2.4.2 Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates , Inclusive of GST 18 Percent.Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 7461.14 7461.14 64.0 False None None False None False 477512.96 0 3762139 141460 None 2.5.1 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . Rates are inclusive of 18% GST. Common SR Vol-1 page No 16. I.No 2.5.1 Cum 7823.4 7823.4 15.2 False None None False None False 118915.68 0 3762146 141460 None 2.5(ii)(a) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a 100 Sqm 463.74 463.74 176.7 False None None False None False 81942.858 0 3762019 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 122.4 False None None False None False 56761.776 0 3762051 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) 100 Sqm 463.74 463.74 316.8 False None None False None False 146912.832 0 3762098 141460 None 2.5(ii)a Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Common SR Vol-3 , P.No : 9, I.No : 2.5(ii)a) Rates are inclusive of 18% GST. 100 Sqm 463.74 463.74 8.64 False None None False None False 4006.7136 0 3762112 141460 None 3.7 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 17, I.No : 3.7 Cum 123.9 123.9 2187.0 False None None False None False 270969.3 0 3762178 141460 None 4.17(A) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Inclusive of GST 18 Percent. Common SR Vol- 3 , P.No : 26, I.No : 4.17(A) Cum 3019.62 3019.62 90.0 False None None False None False 271765.8 0 3762163 141460 None XIX e 11 kV, 5 KN Composite/Polymeric Pin Insulator (24 mm Dia FRP Rod) (CESC SR 3/ XIX e) (Bescom Part-III, Pg 3, I.No XIX e) Set 221.0 221.0 10.0 False None None False None False 2210.0 0 3762113 141460 None 1.8 Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work, Rates are inclusive of 18% GST. Common SR Vol- 1 , P.No : 7, I.No : 1.8 Cum 559.32 559.32 4374.0 False None None False None False 2446465.68 0 3762020 141460 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 170.5 False None None False None False 31586.83 0 3762052 141460 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 480.75 False None None False None False 89063.745 0 3762099 141460 None 10.4 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification common SR Volume 3, page No 93, I.No 10.15(i) Rates are inclusive of 18% GST. Sqm 310.34 310.34 12.6 False None None False None False 3910.284 0 3762147 141460 None 10.4 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification Rates are inclusive of 18% GST. common SR Volume 3, page No 93, I.No 10.15(i). Sqm 310.34 310.34 161.98 False None None False None False 50268.8732 0 3762132 141460 None 111, Addendum I Form work 35% : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 111, Addendum I Cum 2611.4 2611.4 90.0 False None None False None False 235026.0 0 3762140 141460 None 111, Addendum I Form work 8%: Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates . Rates are inclusive of 18% GST.Common SR Vol-1 , P.No : 111, Addendum I Cum 625.87 625.87 15.2 False None None False None False 9513.224 0 3762089 141460 None 2.2.1 Add for Formwork chages at 10% of Finished concrete rate Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 741.87 741.87 13.2 False None None False None False 9792.684 0 3762198 141460 None 2.4.2 Form work : Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 16, I.No : 2.4.2 Cum 2611.4 2611.4 64.0 False None None False None False 167129.6 0 3762069 141460 None 4.1 A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Rates are inclusive of 18% GST. Cum 2934.66 2934.66 694.8 False None None False None False 2039001.768 0 3762179 141460 None 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) Sqm 48.38 48.38 300.0 False None None False None False 14514.0 0 3762036 141460 None 5.16C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 38, I.No : 5.16C Cum 12925.72 12925.72 1569.0 False None None False None False 20280454.68 0 3762164 141460 None XII a LT 4 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS (Bescom Part-III, Pg 2, I.No XII a) and labour Nos 561.0 561.0 9.0 False None None False None False 5049.0 0 3762021 141460 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 341.0 False None None False None False 63173.66 0 3762053 141460 None 10.4 Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade Bitumen) Removal of all failed material, trimming of ompleted excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510 using HMP 40/60 TPH Capacity compacting, trimming and finishing the surface to.Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 91, I.No : 10.4) Sqm 185.26 185.26 961.5 False None None False None False 178127.49 0 3762100 141460 None 10.4 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification common SR Volume 3, page No 93, I.No 10.15(i) Rates are inclusive of 18% GST. Sqm 310.34 310.34 25.2 False None None False None False 7820.568 0 3762148 141460 None 10.40 Patching of Shallow Paotholes using SDBC Gr II 25mm thick : Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/ m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification Rates are inclusive of 18% GST. common SR Volume 3, page No 93, I.No 10.15(i). Sqm 310.34 310.34 323.95 False None None False None False 100534.643 0 3762141 141460 None 16.15(b) Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets Clause 1101.6 .b 1000 mm dia, . Rates are inclusive of 18% GST.Common SR Vol-3 page No 146. I.No 16.15(b) Mtr 9390.44 9390.44 25.0 False None None False None False 234761.0 0 3762199 141460 None 2.11h Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications., Inclusive of GST 18 Percent. Common SR Vol-1 , P.No : 18, I.No : 2.11 h Tonne 93232.98 93232.98 3.2 False None None False None False 298345.536 0 3762090 141460 None 2.5.2 Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 8074.74 8074.74 24.3 False None None False None False 196216.182 0 3762133 141460 None 2.5.2 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 16, I.No : 2.5.2 Cum 8074.74 8074.74 6.0 False None None False None False 48448.44 0 3762114 141460 None 4.1 A(v) Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material Rates are inclusive of 18% GST. Common SR Vol- 3 , P.No : 23, I.No : 4.1 A(v) Cum 2934.66 2934.66 2397.6 False None None False None False 7036140.816 0 3762070 141460 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Rates are inclusive of 18% GST. Cum 3019.62 3019.62 657.0 False None None False None False 1983890.34 0 3762180 141460 None 5.32 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 43, I.No : 5.32 Sqm 14.16 14.16 37793.0 False None None False None False 535148.88 0 3762037 141460 None 5.8 ii C Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 33, I.No : 5.8 ii C Cum 9039.98 9039.98 2519.4 False None None False None False 22775325.612 0 3762165 141460 None XII d 1.1 kV Ceramic Pin Insulator With GI pin (Bescom Part-III, Pg 3, I.No XII d) Nos 65.0 65.0 10.0 False None None False None False 650.0 0 3762022 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Inclusive of GST 18 Percent (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 366.3 False None None False None False 44087.868 0 3762054 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18 % GST. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 20.41 False None None False None False 2456.5476 0 3762149 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18% GST. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 22.27 False None None False None False 2680.4172 0 3762101 141460 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Rates are inclusive of 18% GST. Sqm 114.46 114.46 27.0 False None None False None False 3090.42 0 3762134 141460 None 111, Addendum I For Form Work 35% : Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 111, Addendum I Cum 2826.16 2826.16 6.0 False None None False None False 16956.96 0 3762181 141460 None 15.12C Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA , Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 35, I.No : 5.12 C Cum 11149.82 11149.82 1943.05 False None None False None False 21664657.751 0 3762142 141460 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification . Rates are inclusive of 18% GST. (Common SR Vol-1 page No 18. I.No 2.11h) Tonne 93232.98 93232.98 0.42 False None None False None False 39157.8516 0 3762091 141460 None 2.5.2 Add for Formwork chages at 10% of Finished concrete rate Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/ trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Rates are inclusive of 18% GST. Cum 807.47 807.47 24.3 False None None False None False 19621.521 0 3762115 141460 None 4.17 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density Rates are inclusive of 18% GST. Common SR Vol- 3 , P.No : 26, I.No : 4.17 Cum 3019.62 3019.62 2349.0 False None None False None False 7093087.38 0 3762071 141460 None 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. Rates are inclusive of 18% GST. Sqm 48.38 48.38 2520.0 False None None False None False 121917.6 0 3762038 141460 None 5.31 Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 43, I.No : 5.31 Cum 11979.36 11979.36 1234.99 False None None False None False 14794389.8064 0 3762166 141460 None XIX c No.8 Strain Insulators (Bescom Part-III, Pg 3, I.No XIX c) Nos 25.0 25.0 16.0 False None None False None False 400.0 0 3762023 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m Inclusive of GST 18 Percent (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 366.3 False None None False None False 44087.868 0 3762055 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m . Rates are inclusive of 18 % GST. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 20.41 False None None False None False 2456.5476 0 3762150 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18% GST. (Common SR Vol-1 , P.No : 8, I.No : 1.14.1) Cum 120.36 120.36 22.27 False None None False None False 2680.4172 0 3762102 141460 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Rates are inclusive of 18% GST. Sqm 114.46 114.46 27.0 False None None False None False 3090.42 0 3762143 141460 None 16.15(c) Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, ackfilling, concrete and masonry works in head walls and parapets Clause 1101.6 .b 1000 mm dia, Rates are inclusive of 18% GST. Common SR Vol-3 page No 146. I.No 16.15(c) Mtr 3935.3 3935.3 15.0 False None None False None False 59029.5 0 3762135 141460 None 17.14 Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete , Rates are inclusive of 18% GST. Common SR Vol-2 , P.No : 177, I.No :17.14 Sqm 1380.6 1380.6 160.0 False None None False None False 220896.0 0 3762092 141460 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. Rates are inclusive of 18% GST. Tonne 93232.98 93232.98 2.44 False None None False None False 227488.4712 0 3762039 141460 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Rates are inclusive of 18% GST. Common SR Vol- 3 , P.No : 17, I.No : 3.6 Cum 581.74 581.74 2640.0 False None None False None False 1535793.6 0 3762116 141460 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Rates are inclusive of 18% GST. Common SR Vol- 3 , P.No : 17, I.No : 3.6 Cum 581.74 581.74 2951.45 False None None False None False 1716976.523 0 3762182 141460 None 5.16C Bituminous Concrete Grading II for traffic 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Inclusive of GST 18 Percent Common SR Vol-3 , P.No : 38, I.No : 5.16C Cum 12925.72 12925.72 1133.79 False None None False None False 14655052.0788 0 3762072 141460 None 5.3(i) (3) Tack coat on Bituminious surface : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom Common SR Vol-3 , P.No : 31, I.No : 5.3(i) (3) Sqm 17.7 17.7 2520.0 False None None False None False 44604.0 0 3762167 141460 None XX b ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM (Bescom Part-III, Pg 3, I.No XX b) including 3 Percent Accessories and labour Km 66659.45 66659.45 0.5 False None None False None False 33329.725 0 3762117 141460 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction Rates are inclusive of 18% GST. Common SR Vol- 1 , P.No :7 , I.No : 1.7 Cum 140.42 140.42 644.07 False None None False None False 90440.3094 0 3762024 141460 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 382.5 False None None False None False 43780.95 0 3762056 141460 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 710.0 False None None False None False 81266.6 0 3762103 141460 None 10.20 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Rates are inclusive of 18% GST. Sqm 114.46 114.46 27.0 False None None False None False 3090.42 0 3762151 141460 None 10.20 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 441.75 False None None False None False 50562.705 0 3762093 141460 None 12.3 A Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A.Granular material Rates are inclusive of 18% GST. Cum 1378.24 1378.24 23.62 False None None False None False 32554.0288 0 3762136 141460 None 2.11h Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/welding joints, tying with binding wire / softannealed steel wire and other ancilary operations complete as per drawing and technical specification. Rates are inclusive of 18% GST. Common SR Vol-1 , P.No : 18, I.No : 2.11h Tonne 93232.98 93232.98 7.11 False None None False None False 662886.4878 0 3762183 141460 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2, Inclusive of GST 18 Percent.Common SR Vol- 3 , P.No : 15 , I.No : 3.6 Cum 581.74 581.74 965.63 False None None False None False 561745.5962 0 3762073 141460 None 5.12C Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Rates are inclusive of 18% GST. Cum 11149.82 11149.82 126.0 False None None False None False 1404877.32 0 3762040 141460 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No:67, I.No : 8.15 Sqm 625.4 625.4 5088.2 False None None False None False 3182160.28 0 3762168 141460 None XX a ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM (Bescom Part-III, Pg 3, I.No XX a) including 3 Percent Accessories & labour Km 41542.0 41542.0 0.5 False None None False None False 20771.0 0 3762184 141460 None 1.7 Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of otherstructures graded with desired compaction, Inclusive of GST 18 Percent.Common SR Vol- 1 , P.No : 7 , I.No : 1.7 Cum 133.34 133.34 789.37 False None None False None False 105254.5958 0 3762025 141460 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 382.5 False None None False None False 43780.95 0 3762057 141460 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18 % GST. .(Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 710.0 False None None False None False 81266.6 0 3762152 141460 None 10.20 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 441.75 False None None False None False 50562.705 0 3762094 141460 None 12.4 Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Rates are inclusive of 18% GST. Cum 3158.86 3158.86 27.0 False None None False None False 85289.22 0 3762104 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Rates are inclusive of 18% GST. Mtr 7.08 7.08 720.0 False None None False None False 5097.6 0 3762118 141460 None 5.1 A(i) Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 31, I.No : 5.1 A(i) Sqm 48.38 48.38 8910.0 False None None False None False 431065.8 0 3762074 141460 None 5.16C Bituminous Concrete Grading II for traffic less then 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Rates are inclusive of 18% GST. Cum 12925.72 12925.72 75.6 False None None False None False 977184.432 0 3762041 141460 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 74, I.No : 8.43 Each 430.7 430.7 2000.0 False None None False None False 861400.0 0 3762169 141460 None XXIII a Guy set with No. 15 Strain Insulator & Concreting materials as per Dwg No. BESCOM/GM/CP/7 Dt: 24.10.07 (Bescom Part-III, Pg 3, I.No XXIII a) and labour Set 1657.0 1657.0 4.0 False None None False None False 6628.0 0 3762026 141460 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment .Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 382.5 False None None False None False 43780.95 0 3762058 141460 None 10.2 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 710.0 False None None False None False 81266.6 0 3762153 141460 None 10.20 Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate quipment. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 91, I.No : 10.2) Sqm 114.46 114.46 441.75 False None None False None False 50562.705 0 3762095 141460 None 12.2 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications Rates are inclusive of 18% GST. Cum 282.02 282.02 12.15 False None None False None False 3426.543 0 3762105 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Rates are inclusive of 18% GST. Mtr 7.08 7.08 720.0 False None None False None False 5097.6 0 3762075 141460 None 3.6 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Rates are inclusive of 18% GST. Cum 581.74 581.74 774.0 False None None False None False 450266.76 0 3762119 141460 None 5.32 Tack coat on Bituminious surface : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with echanical broom Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 43, I.No : 5.32 Sqm 14.16 14.16 23953.75 False None None False None False 339185.1 0 3762185 141460 None 8.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :57, I.No : 8.15 Sqm 625.4 625.4 1401.0 False None None False None False 876185.4 0 3762042 141460 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) Each 4252.72 4252.72 40.0 False None None False None False 170108.8 0 3762170 141460 None I b Releasing and Refixing of RCC Pole - 9 Mtr Long, 145 Kg WL and labour Nos 2547.9 2547.9 4.0 False None None False None False 10191.6 0 3762027 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 10200.0 False None None False None False 72216.0 0 3762059 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 28400.0 False None None False None False 201072.0 0 3762106 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908.(Common SR Vol-3 , P.No : 147, I.No : 16.19) Rates are inclusive of 18% GST. Mtr 7.08 7.08 720.0 False None None False None False 5097.6 0 3762154 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18% GST.(Common SR Vol-3 , P.No :147, I.No : 16.19) Mtr 7.08 7.08 11780.0 False None None False None False 83402.4 0 3762120 141460 None 5.33 Tack coat on Granular surface treated with primer : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on the Granular surface cleaned with echanical broom Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 43, I.No : 5.33 Sqm 17.7 17.7 8910.0 False None None False None False 157707.0 0 3762076 141460 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of 18% GST. Sqm 625.4 625.4 126.0 False None None False None False 78800.4 0 3762186 141460 None 8.43 Supplying and Fixing of Moulded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer PWD SOR for Roads & Bridges Inclusive of GST 18 Percent Common SR Vol-3 , Item No. VOL-III-8.43 Page No.74 No 430.7 430.7 1594.0 False None None False None False 686535.8 0 3762043 141460 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Rates are inclusive of 18% GST. ommon SR Vol-3 , P.No :65, I.No : 8.7 Sqm 10631.8 10631.8 13.32 False None None False None False 141615.576 0 3762171 141460 None IX a Releasing & Refixing of 11 kV, Horizontal Cross Arm with HT Single Top supports, clamps, bolts, nuts & washers - MS For RCC Pole and Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) Nos 231.8 231.8 8.0 False None None False None False 1854.4 0 3762028 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 10200.0 False None None False None False 72216.0 0 3762060 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18 % GST. Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 28400.0 False None None False None False 201072.0 0 3762155 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No :147, I.No : 16.19) Mtr 7.08 7.08 11780.0 False None None False None False 83402.4 0 3762107 141460 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 (Common SR Vol-3 , P.No : 147, I.No : 16.22) Rates are inclusive of 18% GST. Km 2341.12 2341.12 0.36 False None None False None False 842.8032 0 3762121 141460 None 5.12 C Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 35, I.No : 5.12 C Cum 11149.82 11149.82 1666.67 False None None False None False 18583070.4994 0 3762044 141460 None 8.16(i) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc Ordinary kilometre stone (Pre- cast) 5th Kilometer Stone. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16(i) Each 5995.58 5995.58 2.0 False None None False None False 11991.16 0 3762187 141460 None 8.25A Providing and erecting a "W" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 Type - A, "W" : Metal Beam Crash Barrier Inclusive of GST 18 Percent Common SR Vol-3 , P.No :69, I.No : 8.25(A) Mtr 4295.2 4295.2 800.0 False None None False None False 3436160.0 0 3762077 141460 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Rates are inclusive of 18% GST. Nos 430.7 430.7 306.0 False None None False None False 131794.2 0 3762172 141460 None IX a Releasing and refixing of LT 4/2 Pin Cross Arm with clamps, bolts, nuts & washers with brace - MS Labour (122*1.9) (Bescom Part-III, Pg 2, I.No IX a) Nos 231.8 231.8 8.0 False None None False None False 1854.4 0 3762188 141460 None 10.14 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3 Inclusive of GST 18 Percent Common SR Vol-5 , P.No :113, I.No : 10.1.4 Rmtr 189.98 189.98 200.0 False None None False None False 37996.0 0 3762029 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 10200.0 False None None False None False 72216.0 0 3762061 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 147, I.No : 16.19) m 7.08 7.08 28400.0 False None None False None False 201072.0 0 3762156 141460 None 16.19 The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No :147, I.No : 16.19) Mtr 7.08 7.08 11780.0 False None None False None False 83402.4 0 3762108 141460 None 16.24 (i)) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Rates are inclusive of 18% GST. Km 243.08 243.08 0.36 False None None False None False 87.5088 0 3762122 141460 None 5.16C Bituminous Concrete Grading II for traffic less than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 38, I.No : 5.16C Cum 12925.72 12925.72 985.91 False None None False None False 12743596.6052 0 3762045 141460 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast). Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Each 3453.86 3453.86 13.0 False None None False None False 44900.18 0 3762078 141460 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle. Rates are inclusive of 18% GST. Nos 4252.72 4252.72 2.0 False None None False None False 8505.44 0 3762173 141460 None XX b Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Rabbit ACSR (6/3.35 mm Al+1/3.35 mm St), Std Wt: 214 Kg/KM Labour (3299*1.9) (Bescom Part-III, Pg 3, I.No XX b) Km 6268.1 6268.1 1.0 False None None False None False 6268.1 0 3762189 141460 None 10.1.5 Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3 Inclusive of GST 18 Percent Common SR Vol-5 , P.No :113, I.No : 10.1.5 Rmtr 259.6 259.6 200.0 False None None False None False 51920.0 0 3762062 141460 None 16.20 (i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 147, I.No : 16.20 i) No. 2415.46 2415.46 12.0 False None None False None False 28985.52 0 3762030 141460 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911 Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 147, I.No : 16.22) Km 2341.12 2341.12 6.2 False None None False None False 14514.944 0 3762157 141460 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911. Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 147, I.No : 16.20 (i)) Km 2341.12 2341.12 5.89 False None None False None False 13789.1968 0 3762109 141460 None 20.25 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade (Common SR Vol-3 , P.No : 148, I.No : 20.25 (ii)) Rates are inclusive of 18% GST. Km 1339.3 1339.3 0.36 False None None False None False 482.148 0 3762123 141460 None 8.15 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m 2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.15 Sqm 625.4 625.4 1203.0 False None None False None False 752356.2 0 3762046 141460 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast). Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16. (iii) Each 993.56 993.56 56.0 False None None False None False 55639.36 0 3762079 141460 None 8.17 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Rates are inclusive of 18% GST. Nos 2384.78 2384.78 10.0 False None None False None False 23847.8 0 3762174 141460 None XX a Releasing & Restringing of ACSR conductor as per IS : 398 (Part - 2/1996)are the latest revision Weasel ACSR (6/2.59 mm Al+1/2.59 mm St), Std Wt: 128 Kg/KM Labour (2420*1.9) (Bescom Part-III, Pg 3, I.No XX a) Km 4598.0 4598.0 1.0 False None None False None False 4598.0 0 3762080 141460 None 13.8 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Rates are inclusive of 18% GST. Cum 8036.98 8036.98 15.96 False None None False None False 128270.2008 0 3762063 141460 None 16.22 Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1911. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 147, I.No : 16.22) Km 2341.12 2341.12 14.2 False None None False None False 33243.904 0 3762158 141460 None 16.24 (i) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Km 243.08 243.08 5.89 False None None False None False 1431.7412 0 3762031 141460 None 16.24 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Km 243.08 243.08 6.2 False None None False None False 1507.096 0 3762190 141460 None 8.16(i) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc Ordinary kilometre stone (Pre- cast) 5th Kilometer Stone Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16(i) Each 5995.58 5995.58 1.0 False None None False None False 5995.58 0 3762047 141460 None 8.17 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.17 Nos 2384.78 2384.78 50.0 False None None False None False 119239.0 0 3762124 141460 None 8.43 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable ofproviding total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will beby drilling holes on the road for the shanks to go inside without nails and using epoxy resin based adhesive as permanufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 74, I.No : 8.43 Nos 430.7 430.7 1964.0 False None None False None False 845894.8 0 3762175 141460 None Round off Chescom Charges Lump Sum for Each 20000.0 20000.0 1.0 False None None False None False 20000.0 0 3762081 141460 None 13.9 Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Rates are inclusive of 18% GST. Cum 13965.3 13965.3 23.94 False None None False None False 334329.282 0 3762064 141460 None 16.24 (i) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (i) Painting two coats with synthetic enamel paint. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (i)) Km 243.08 243.08 14.2 False None None False None False 3451.736 0 3762159 141460 None 16.24 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Rates are inclusive of 18% GST. (Common SR Vol-3 , P.No : 148, I.No : 16.24 (ii)) Km 1339.3 1339.3 5.89 False None None False None False 7888.477 0 3762032 141460 None 16.24(iii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Inclusive of GST 18 Percent (Common SR Vol-3 , P.No : 148, I.No : 16.24 (iii) Km 1339.3 1339.3 6.2 False None None False None False 8303.66 0 3762191 141460 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Each 3453.86 3453.86 5.0 False None None False None False 17269.3 0 3762048 141460 None 8.48 Chevron Boards Supply and installation of retro- reflective Chevron signboards of 600x450mm made out of cube corner micro prismatic grade sheeting confirming to Type XI standards of IRC:67:2022 & ASTM D 4956-09 specification & fixed over 3 mm thick Aluminium Composite Panel sheet having minimum 0.30 mm thick aluminum skin on both sides & fixed over back support frame of 25x25x 3mm MS angle frame. Supported on 75 mm dia OR 75x75x6mm Mild steel with clear height of not less than 2.1 m from the ground level to the bottom of the Sign board & 60 cm below ground level. The sign post should be painted with one coat of red oxide paint and two coats of synthetic enamel paint of black and white colour with bands of 30 cm height, firmly fixed to the ground by means of foundation with M 20 grade cement, concrete foundation size of 45 cm x 45 cm x 60 cm including cost & conveyance of all materials, equipment,machinery & Labour with all leads and lifts for satisfactory completion of the work as directed by Engineer incharge. Rates are inclusive of 18% GST. Common SR Vol-3 , P.No : 76, I.No : 8.48 Nos 4231.48 4231.48 30.0 False None None False None False 126944.4 0 3762125 141460 None 8.6. A(iv) Retro-Reflectorised Traffic Signs : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :64, I.No : 8.6. A(iv) Nos 4252.72 4252.72 16.0 False None None False None False 68043.52 0 3762082 141460 None 13.2 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant). Rates are inclusive of 18% GST. Cum 16485.78 16485.78 41.04 False None None False None False 676576.4112 0 3762160 141460 None 16.20 (i) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1909 Rates are inclusive of 18% GST.(Common SR Vol-3 , P.No : 147, I.No : 16.20 (i)) Nos 2415.46 2415.46 3.0 False None None False None False 7246.38 0 3762065 141460 None 20.25 (ii) Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1913 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade. Rates are inclusive of 18 % GST. (Common SR Vol-3 , P.No : 148, I.No : 20.25 (ii)) Km 1339.3 1339.3 14.2 False None None False None False 19018.06 0 3762192 141460 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Inclusive of GST 18 Percent Common SR Vol-3 , P.No :67, I.No : 8.16. (iii) Each 993.56 993.56 24.0 False None None False None False 23845.44 0 3762126 141460 None 8.7 Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :65, I.No : 8.7 Sqm 10631.8 10631.8 1.62 False None None False None False 17223.516 0 3762083 141460 None 14.4A Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder. Rates are inclusive of 18% GST. Cum 2256.16 2256.16 400.5 False None None False None False 903592.08 0 3762127 141460 None 8.16(ii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16(ii) Each 3453.86 3453.86 3.0 False None None False None False 10361.58 0 3762193 141460 None 8.6 A(iv) Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012 60 cm equilateral triangle, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :54, I.No : 8.6. A(iv) No 4252.72 4252.72 16.0 False None None False None False 68043.52 0 3762084 141460 None 1.14.1 Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, horing, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m. Rates are inclusive of 18% GST. Cum 120.36 120.36 53.5 False None None False None False 6439.26 0 3762128 141460 None 8.16(iii) Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 200 m stone (precast) Rates are inclusive of 18% GST. Common SR Vol-3 , P.No :67, I.No : 8.16(iii) Each 993.56 993.56 8.0 False None None False None False 7948.48 0 3762194 141460 None 8.7 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m 2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing, Inclusive of GST 18 Percent. Common SR Vol-3 , P.No :64, I.No : 8.7 Sqm 10631.8 10631.8 5.4 False None None False None False 57411.72 0 3762085 141460 None 8.25 ii Metal Beam Crash Barrier Type - B, "THRIE" : Metal Beam Crash Barrier Providing and erecting a "Thrie" metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810. Rates are inclusive of 18% GST. Rmtr 5216.78 5216.78 600.0 False None None False None False 3130068.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1723468836000 0 None None ELIGIBILITY The bidder is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of eProcurement portal due to internet connectivity issues and technical glitches at bidders end None 1723468837000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1723468837000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1723468837000 0 None None ELIGIBILITY Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document. None 1723468837000 0 None None ELIGIBILITY It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission. None 1723468837000 0 None None ELIGIBILITY EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection. None 1723469012000 0 None None ELIGIBILITY Bidder shall pay Contract Management Module processing fees of 0.025% of the contact value (Min Rs.500/- & Max Rs.7500/-) soon after contract has been issued to bidder. None 1723469024000 0 None None ELIGIBILITY Conditional tenders will not be accepted. None 1723469034000 0 None None ELIGIBILITY The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs. None 1723469046000 0 None None ELIGIBILITY The Tender processing fee shall not be refundable. None 1723469055000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1723469067000 0 None None ELIGIBILITY As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund. None 1723469074000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the Executive Engineer reserves the right to verify the documents before approval. None 1723469112000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1723469148000 0 None None ELIGIBILITY The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 None 1723469172000 0 None None ELIGIBILITY In the case of the death of the contractor after executing the agreement / commencement of the work, his legal heir, if is an eligible registered contractor and is willing can execute and compete the work at the accepted tender rates irrespective of the cost of the work. None 1723469186000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1723469197000 0 None None ELIGIBILITY All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent. None 1723469208000 0 None None ELIGIBILITY Formation levels and other data furnished are bare minimum the contractor should make all efforts to validate and to get additional data if required at his own cost. None 1723469219000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should got tested by the quality control authority before use on the work at their own cost. None 1723469230000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.5 of STD tender document Attached None 1723469241000 0 None None ELIGIBILITY All the items in the tender include all lead, lifts, loading unloading, transportation, labour, hire charges of machinery curing for concrete works, cost and conveyance of all material and all other such incidental charges necessary for successful completion of works as per the detailed technical specification and direction of Engineer in charge of this work None 1723469250000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties None 1723469257000 0 None None ELIGIBILITY Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client. None 1723469276000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, Public Works Department, Mysore Division, Mysore during office hours on all working days. None 1723469293000 0 None None ELIGIBILITY Contractor should adhere to HSE (Health Safety Environment) policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project. None 1723469303000 0 None None ELIGIBILITY Contractor should take all precautions to ensure that no damage is caused to the existing structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost. None 1723469313000 0 None None ELIGIBILITY The successful contractor should setup material testing laboratory at the work site before commencement of work. None 1723469327000 0 None None ELIGIBILITY The difference in cost deposited by the lowest successful tenderer (for unbalanced) along with the performance security will be released to the contractor 30 days after the completion of defects liability period. None 1723469337000 0 None None ELIGIBILITY All the uploaded documents in e-portal should be got verified at the Division office within 3 working days from the stipulated date of opening of Technical Bid by producing the original documents at the Division office, failing which the tender is liable for rejection. No separate communication will be made in this regard. None 1723469349000 0 None None ELIGIBILITY The returns submitted to the I.T. along with the Profit and Loss account statement submitted to the I.T. Department should be uploaded for the financial turnover criteria as per tender document attested by Chartered Accountant. None 1723469359000 0 None None ELIGIBILITY Bankers Certificate for the stipulated amount as per clause 3.3 (b) should be submitted in the format as prescribed in the bid document only. Otherwise tender is liable for rejection. None 1723469371000 0 None None ELIGIBILITY For the vehicles / machineries / equipments for which RTO registration is statutory, for such vehicles / machineries / equipments the contractor should upload the Registration Certificate documents issued by RTO. For machineries and other equipments for which RTO registration is not applicable, for such machineries and equipments, purchase invoice document should be uploaded. If there is sale deed for such machineries and equipments, original invoice along with registered sale deed attested by Govt. registered NOTARY should be uploaded. Otherwise tender is liable for rejection. None 1723469384000 0 None None ELIGIBILITY The contractor who participates in tenders for more than one work for which tenders are invited in this IFT, the tenderer must fulfill all the conditions and criteria cumulatively for the participated works. (ITT Section 3.4) None 1723469395000 0 None None ELIGIBILITY GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delay as determined by the authority while granting the extension of time. None 1723469419000 0 None None ELIGIBILITY The success-full contractor should complete the whole work with in 11 months from the date of handing over of site (including rainy season) None 1723469430000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in the prescribed form in the favour of the Executive Engineer, Public Works Department, Mysore Division, Mysore given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract. None 1723469446000 1 None None ELIGIBILITY Contractors should be registered as KPWD/CPWD Class I Civil Contractor None 1723469460000 0 None None ELIGIBILITY Rs 1,00,000.00 of the EMD should be paid through e-payment as specified in e-procurement portal and the remaining balance amount of EMD must be produced in the form of Bank Guarantee by uploading the scan copy of the Bank Guarantee. The original copy should be produced at the time of Technical Bid Opening. None 1723469475000 0 None None ELIGIBILITY The defect liability period for this project shall be total 5 Years (Five) (Initial 2 years DLP without any financial implications and subsequent 3 years DLP nominal maintenance should be carried out as per BOQ) None 1723469482000 0 None None ELIGIBILITY The GST of 18% will not be paid seperately, the amount put to tender is inclusive of GST Amount. None 1723469493000 0 None None ELIGIBILITY Regarding Appealing aggrieved contractors may appeal to the prescribed (Appellant) authority within 30 days as per KTTP and appeal should be through e-proc only as per Govt. order No: pwd/572/CRM-2020(E) Bangalore DT.09-10-2020. The same will not be considered if appeal through Letters None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Mandating satisfactory completion as a prime contractor for at least one similar work to an extent of 50% of the cost of the work, such as Road work of value not less than Rs. 1091.31 Lakhs Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Executed in any one year the following minimum quantities of work 1)Earthwork Excavation 4,736.38 cum 2)Embankment/Subgrade/Earthen shoulder 18,049.87cum 3)Granular Sub base 2,473.92 cum 4)WMM 2,476.80 cum 5)MSS/BM/DBM/SDBC/BC of 11,137.37Cum, 6) CC/PCC/RCC of 378.42 Cum and 7)Steel of 10.54 tonnes. Past Experience None createdTs version createdDate modifiedDate documentName None None None None Work Done Certificate None None None None Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded Hot Mix Plant Not less than 40/60 TPH 1 own and 1 Hire, Asphalt Paver Finisher 1 own and 1 Hire, Smooth wheeled roller 1 own and 1 Hire, Asphalt vibratory roller 1 own and 1 Hire, Tipper/HGV 3 own and 3 Hire, Motar Grader 1 own and 1 Hire, Excavator 1 own and 2 Hire, Pugmill1own, Vehicle mounted bitumen sprayer 1own and 1 Hire, Concrete mixer with Hooper 2 own and 2 Hire, Water tanker 1own and 1 Hire Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Critical Machineries None None None None Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Labour Certificate None None None None Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs.4365.24 lakhs) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None Liquid assets and /or availability of credit facilities of no less than Rs. 595.26 Lakhs (estimated cash flow for 3 months of peak construction period) Financial Status None createdTs version createdDate modifiedDate documentName None None None None Line of Credit None None None None Income Tax Balance sheets and Annual Turnover Certificate issued by the CA with Membership No. with UDIN - 2019-20 to 2023-24 Financial Status None createdTs version createdDate modifiedDate documentName None None None None Audited CA Certificate of Annual Turnover None None None None List of existing commitments and ongoing works Others Existing Commitments work details createdTs version createdDate modifiedDate documentName None None None None Others -- Existing Commitments work details None None None None List of works for which tenders already submitted Others List of works for which tenders already submitted createdTs version createdDate modifiedDate documentName None None None None Others -- List of works for which tenders already submitted
tenderCriterionDocumentList	documentName optional documentTypeText Annual Turnover Certificate with UDIN from CA True Technical Bid KPWD Registration Certificate-CLASS-I True Technical Bid Work Done Certificate for Similar nature work, duly attested by the Officer Not below the rank of E.E. True Technical Bid Banker Certificate - Line of Credit in the prescribed form True Technical Bid CPWD Registration Certificate class I True Technical Bid Income Tax Balance sheets and Annual Turnover Certificate issued by the CA with Membership No. with UDIN - 2019-20 to 2023-24 True Technical Bid Existing Commitments work details - B-Value - should be furnished duly attested by the concerned Executive Engineer as per Standard Tender Documents True Technical Bid GST Certificate, Pan Card & Tin Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1723627827000 version 0 createdDate None modifiedDate None blockNumber office of the Executive Engineer, Public Works Department, Mysore Division, Mysore street None city MYSURU state Karnataka pin 570005
tenderRecallDTO	None