createdTs	None
version	None
createdDate	None
modifiedDate	None
noticeInvitingTenderDTO	createdTs 1709366214150 version 14 createdDate None modifiedDate None tenderType RFQ evaluationType TWO_COVER evaluationTypeText Two Cover invitingStrategy OPEN invitingStrategyText Open taxType INCLUSIVE_TAX tenderFee 7500.00 emd 1500000.00 bidValueType ITEM_WISE bidValueTypeText Item wise tenderReceiptClose 11-03-2024 16:00:00 tenderQueryClose 07-03-2024 16:00:01 technicalBidOpen 12-03-2024 16:00:01 publishedDate 04-03-2024 11:11:01 publishedByPost IDD_EE_DIV_UDP publishedByUser KPE17153 - R NAGARAJ bidValidityPeriod 90 noOfCalls 4 preBidMeetingDate 04-03-2024 11:00:00 preBidMeetingYn True preQualificationBidOpen None denominationType RUPEES denominationTypeText Rupees retenderedYn True percentageRateTypeText None contactPerson Bhanuprakash splitEmdRequiredYn True emdBankGuarantee 1400000.00 emdCash 100000.00 bgValidityPeriod 180 hideWeightage None multipleCurrencySelectionAllowedYn False isTechWeightageAllowed False highestBidderSelection False isVariableEmdAllowed None qcbsTenderYn None itemwiseEmdRequiredYn None sampleSubmissionDate None officeNumber 08202532961 mobileNumber 9900328119 tenderSupplierList None
tenderSchedule	createdTs 1709366214153 version 38 createdDate None modifiedDate None tenderNumber IDD/2023-24/OW/WORK_INDENT25/CALL-4 title Establishment of New Fish Farm Near Alamtti Dam in Vijayapura District. description Establishment of new Fish Farm category WORKS categoryText Works ecv 106202329.21 deptName Infrastructure Development Ports And Inland Water Transport Department status PUBLISHED statusText Published remarks None csrValue None ecvtenderYn False location 5472 locationName Executive engineer Udupi provisionalAmount 130475000.0 groupOverheadTotal 0.0 fileNumber IDD/2023-24/ALAMATTIWORK
tenderSubEstimateList	createdTs version createdDate modifiedDate workCategoryName subEstimateName estimateTotal itemList 1709366214000 1 None None Other Works Construction of Office Building 5952272.69 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882464 94254 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 875.88 False None None False None False 67136.202 0 2882466 94254 Volume-2-For Buildings Chapter-12-Wood & PVC Works 12.13.1 Providing Salwood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, usage charges complete as per specifications. Cum 61603.0 64683.15 0.68 False None None False None False 43984.542 0 2882468 94254 Volume-2-For Buildings Chapter-12-Wood & PVC Works 12.57.4 35 mm thick both side Teak Sqm 2333.0 2449.65 4.5 False None None False None False 11023.425 0 2882470 94254 Volume-2-For Buildings Chapter-12-Wood & PVC Works 12.17 Providing and fixing in position fully panelled Honne wood shutters for doors with , stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures) Sqm 4866.0 5109.3 22.5 False None None False None False 114959.25 0 2882472 94254 Volume-2-For Buildings Chapter-12-Wood & PVC Works 12.54 Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge. Sqm 475.0 498.75 17.1 False None None False None False 8528.625 0 2882474 94254 Volume-2-For Buildings Chapter-12-Wood & PVC Works 12.55.2 with one side prelam Sqm 2856.0 2998.8 4.73 False None None False None False 14184.324 0 2882476 94254 Volume-2-For Buildings Chapter-12-Wood & PVC Works 12.86 Providing & fixing of 2-track x 2-panel sliding windows made out of multi chambered UPVC (Matching to RAL-9016) sections and with minimum TiO2(Titanium Dioxide) at 6PHR with TPE(Thermo Plastic Elastomer) and lead free, gaskets -grey colour having isolated drainage and reinforced with Galvanized Iron profile through-out the window frame. The outer frame having an overall size of 50mm width x 42mmheight with reinforcement of 1mm thickness and Sash with overall size of 31mm X 57mm with Gi reinforcement of 1mm for the frame and 1.5 mm for the sash. Coextruded Glazing bead for fixing of glass shall be of size 21.5mm x 9.5 mm. Windows shall be provided with 5mm plain float glass, standard hardware& single point locking system with touch lock. Wall thickness of frame & sash shall be of 1.8+-0.2 mm. Maximum possible size – 1519mm x 1519mm. (The cost is inclusive of all fixtures and separate charges for minor T&Ps shall not be made) Sqm 5842.0 6134.1 23.83 False None None False None False 146175.603 0 2882479 94254 Volume-2-For Buildings Chapter-15-Water Proofing 15.1 Providing and laying water proofing treatment to the Roof with PU based single component elastomeric pure polyurethane based coating on New terrace/Chajjas/Sunken portion of WC:Bathroom, cold applied PU waterproofing membrane that is highly elastic with elongation greater than 400% and tensile strength greater than 2MPa as per ASTM D412. The waterproofing membrane to be applied in 2coats @ 1.6kg per Sqm to achieve final DFT (dry film thickness) of 1mm including prime coat of epoxy primer @150 g per Sqm and protection with 120gsm Geo-textile over the waterproofing membrane. The finished cost to include surface preparation, making coving at Junction, Bore Packing, treatment of construction joints completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. Sqm 745.0 782.25 260.52 False None None False None False 203791.77 0 2882481 94254 Volume-2-For Buildings Chapter-8-Finishing 8.51 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per specifications and as per directions of Engineer in charge. Sqm 83.0 87.15 585.88 False None None False None False 51059.442 0 2882483 94254 Volume-2-For Buildings Chapter-8-Finishing 8.39 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 95.0 99.75 774.39 False None None False None False 77245.4025 0 2882485 94254 Volume-2-For Buildings Chapter-8-Finishing 8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 Sqm) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 66.0 69.3 201.84 False None None False None False 13987.512 0 2882487 94254 Volume-2-For Buildings Chapter-8-Finishing 8.47 Polishing on wood work with ready mixed wax polish of approved brand and manufacture : New work to give an even surface including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, sand papering smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 107.0 112.35 12.67 False None None False None False 1423.4745 0 2882489 94254 Volume-2-For Buildings Chapter-8-Finishing 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 90.0 94.5 90.36 False None None False None False 8539.02 0 2882491 94254 Volume-2-For Buildings Chapter-9-Flooring 9.32 Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per Sqm over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications. Sqm 1145.0 1202.25 63.36 False None None False None False 76174.56 0 2882492 94254 Volume-2-For Buildings Chapter-4-Anti-Termite Treatment 4.1 Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/Sqm including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. Sqm 95.0 99.75 203.67 False None None False None False 20316.0825 0 2882494 94254 Volume-2-For Buildings Chapter-17-Rain Water Harvesting 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 960.0 1008.0 250.0 False None None False None False 252000.0 0 2882496 94254 Volume-2-For Buildings Chapter-17-Rain Water Harvesting 17.2 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 372.0 390.6 250.0 False None None False None False 97650.0 0 2882498 94254 Volume-2-For Buildings Chapter-14-Sanitary Installations 14.3.1 W.C. pan with ISI marked white solid plastic seat and lid each 5005.0 5255.25 3.0 False None None False None False 15765.75 0 2882500 94254 Volume-2-For Buildings Chapter-14-Sanitary Installations 14.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 2156.0 2263.8 2.0 False None None False None False 4527.6 0 2882502 94254 Volume-2-For Buildings Chapter-14-Sanitary Installations 14.7.10 Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P. brass pillar tap each 3112.0 3267.6 1.0 False None None False None False 3267.6 0 2882504 94254 Volume-2-For Buildings Chapter-13-Water Suppy & Drainage Works 13.2.2 20 mm nominal bore Nos. 345.0 362.25 7.0 False None None False None False 2535.75 0 2882507 94254 Volume-2-For Buildings Chapter-13-Water Suppy & Drainage Works 13.4.2 32 mm nominal bore Nos. 577.0 605.85 2.0 False None None False None False 1211.7 0 2882509 94254 Volume-2-For Buildings Chapter-13-Water Suppy & Drainage Works 13.4.1 25 mm nominal bore Nos. 528.0 554.4 3.0 False None None False None False 1663.2 0 2882510 94254 Volume-2-For Buildings Chapter-13-Water Suppy & Drainage Works 13.6.2.1 Horizontal Nos. 644.0 676.2 1.0 False None None False None False 676.2 0 2882512 94254 Volume-2-For Buildings Chapter-14-Sanitary Installations 14.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. each 971.0 1019.55 3.0 False None None False None False 3058.65 0 2882514 94254 Volume-2-For Buildings Chapter-14-Sanitary Installations 14.40.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 g. each 380.0 399.0 3.0 False None None False None False 1197.0 0 2882465 94254 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 61.91 False None None False None False 103553.7615 0 2882467 94254 None 2.1.2 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 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol-1, Pg. No.15, Item No. 2.1.2, SR 2021-22) Cum 5466.3 5466.3 42.38 False None None False None False 231661.794 0 2882469 94254 None 2.2.2.1 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No.2.2.2.1 Vol-1 Pg No. 15 SR 2021-22)Additionalities for Formwork, Centering & Scaffolding for Isolated Foundation Upto Plinth 8% (I.No 1, 3rd Corrigendum and 2nd Addendum) Cum 6780.19 6780.19 52.48 False None None False None False 355824.3712 0 2882471 94254 None 2.4.3 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) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No.2.4.3 Vol-1 Pg No. 17 SR 2021-22) Additionalities for Formwork, Centering & Scaffolding for Plinth beams of Building 50% (I.No 1.a, 3rd Corrigendum and 2nd Addendum) Cum 9437.4 9437.4 11.67 False None None False None False 110134.458 0 2882473 94254 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No.2.5.2 Vol-1 Pg No. 17 SR 2021-22) Additionalities for Formwork, Centering & Scaffolding for Beams & Lintels of Building 60% (I.No 12, 3rd Corrigendum and 2nd Addendum) Cum 10392.48 10392.48 23.22 False None None False None False 241313.3856 0 2882475 94254 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No.2.5.2 Vol-1 Pg No. 17 SR 2021-22) Additionalities for Formwork, Centering & Scaffolding for Columns 70% (I.No 8, 3rd Corrigendum and 2nd Addendum) Cum 11042.01 11042.01 8.65 False None None False None False 95513.3865 0 2882477 94254 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Item No.2.5.2 Vol-1 Pg No. 17 SR 2021-22)Additionalities for Formwork, Centering & Scaffolding for Roof Slabs of Building 50% (I.No 13&14, 3rd Corrigendum and 2nd Addendum) Cum 9742.95 9742.95 39.88 False None None False None False 388548.846 0 2882478 94254 None 14.1 Supplying fitting & placing TMT bar reinforcement to superstructure complete as per Specifications ( Item No.14.1 Vol-3 Page No.103 SR 2021-22) MT 92661.45 92661.45 11.06 False None None False None False 1024835.637 0 2882480 94254 None 1.9 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.(Page No.7 Vol-1 .I No. 1.9 SR 2021-22) Cum 214.2 214.2 783.8 False None None False None False 167889.96 0 2882482 94254 None 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement: 6 coarse sand) (I No. 5.4, Vol-2 Pno . 9 SR 2021-22) Cum 5619.6 5619.6 35.85 False None None False None False 201462.66 0 2882484 94254 None 6.32 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(I No. 6.32 Vol-2 P No. 17 SR 2021-22) Sqm 1255.8 1255.8 288.66 False None None False None False 362499.228 0 2882486 94254 None 6.34 Providing and constructing load bearing wall with Solid Concrete blocks of size 400x100x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of allmaterials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (Item no. 6.34 Vol-2 page no. 17 SR 2021-22) Sqm 987.0 987.0 71.21 False None None False None False 70284.27 0 2882488 94254 None 11.34 A Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding7.12( Item No. 11.34 A Vol-2 Page no 85 SR 2021-22) Kg 152.25 152.25 500.43 False None None False None False 76190.4675 0 2882490 94254 None 8.1.1 Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge For Ground Floor (Item No 8.1.1 Vol-2 page no 41 SR 2021-22 ) Sqm 223.65 223.65 191.98 False None None False None False 42936.327 0 2882493 94254 None 8.8 Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster with cement mortar 1:6 (1 cement : 6 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge For Ground Floor (Item No 8.8 Vol-2 page no 42 SR 2021-22) Sqm 322.35 322.35 201.66 False None None False None False 65005.101 0 2882495 94254 None 8.4.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge- For Ground Floor( Item No 8.4.2 Vol-2 page no 41 SR 2021-22 ) Sqm 275.1 275.1 563.5 False None None False None False 155018.85 0 2882497 94254 None 8.2.2 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge-For Ground Floor ( Item No 8.2.2 Vol-2 page no 41 SR 2021-22) Sqm 241.5 241.5 49.65 False None None False None False 11990.475 0 2882499 94254 None 9.17.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joint with white cement & matching pigments etc. complete do - Size of Tile 600x600 mm(Item No 9.17.2 Vol-2 page no 61 SR 2021-22 ) Sqm 1157.1 1157.1 131.94 False None None False None False 152667.774 0 2882501 94254 None 9.9 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete (Item No 9.9, Vol-2 Pg No- 60 SR 2021-22) Sqm 635.25 635.25 10.3 False None None False None False 6543.075 0 2882503 94254 None 9.38 Providing skirting, dadooing, rises of steps with white glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. (I.No.9.38 Vol-2 P.No.65 SR 2021-22) Sqm 1022.77 1022.77 32.42 False None None False None False 33158.2034 0 2882505 94254 None 9.24 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.** Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye, River Pink or equivalentFor Ground Floor (item No. 9.24 Vol-2 page no 63 SR 2021-22) Sqm 3013.5 3013.5 69.85 False None None False None False 210492.975 0 2882506 94254 None 12.113.1 Providing and fixing CI Nahani trap of approved make conforming to ISI specifications and construction of Cistern in M-15 as per directions (Rate is inclusive of cost of materials and fixtures and conveyance of materials to work spot). - 10cms x 7.5cms ( Item No 12.113.1, pg no 90 of SR 2018-19) Each 262.5 262.5 4.0 False None None False None False 1050.0 0 2882508 94254 None 1.7 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 110mm dia., 6 kg/sqcm & class 3 (Vol-5, Pg. No. 134, Item No. 1.7 SR 2021-22) m 413.7 413.7 72.0 False None None False None False 29786.4 0 2882511 94254 None 2.2 Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 110mm dia. (Sl.No.2.2, SOR CODE M020B Vol-5 Page 134) m 284.55 284.55 15.0 False None None False None False 4268.25 0 2882513 94254 None 2.4 Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark 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 and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes 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: Pipes of SN4, 160mm dia. (Sl.No.2.4, SOR CODE M020D Vol-5 Page 134) m 583.8 583.8 36.0 False None None False None False 21016.8 0 2882515 94254 None T130A Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. (Sl.No.8, SOR CODE T130A Vol-5 Page 187) Nos 4592.7 4592.7 2.0 False None None False None False 9185.4 0 2882516 94254 None T130D Constructing brick masonry chamber of internal dimension 450x300mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover. (Sl.No.11, SOR CODE T130D Vol-5 Page 187) Nos 3402.0 3402.0 2.0 False None None False None False 6804.0 0 2882517 94254 None 13.32.2 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(1st Corrigendum Vol-2 I.No 13.32.2) m 391.65 391.65 32.0 False None None False None False 12532.8 0 2882518 94254 None 13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (1st Corrigendum Vol-2 I.No 13.33.3) m 313.95 313.95 45.0 False None None False None False 14127.75 0 2882519 94254 None 13.33.6 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work (1st Corrigendum Vol-2 I.No 13.33.6) m 737.1 737.1 30.0 False None None False None False 22113.0 0 2882520 94254 None 2.2.1 Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using copper PVC insulated multi strand 2*1.5Sqmm copper wire with a 6Amps flush type SP control switch shall be fixed on the exisisting plastic sheet/ gang box, the othe ind of the wires shall be terminated with sufficient loose length in a wood/ PVC round block. complete for each outlet. Short point upto 3mtr form tapping point to out let via switch (Refer KPWD SR 2019/20 Page 5 Sl. No. 2.2.1) Point 251.0 251.0 10.0 False None None False None False 2510.0 0 2882521 94254 None 2.2.2 Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using copper PVC insulated multi strand 2*1.5Sqmm copper wire with a 6Amps flush type SP control switch shall be fixed on the exisisting plastic sheet/ gang box, the othe ind of the wires shall be terminated with sufficient loose length in a wood/ PVC round block. complete for each outlet. Medium point above 3Mtr upto 6mtr from tapping point to outlet via switch (Refer KPWD SR 2019/20 Page 5 Sl. No. 2.2.2) Point 361.0 361.0 30.0 False None None False None False 10830.0 0 2882522 94254 None 2.2.3 Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using copper PVC insulated multi strand 2*1.5Sqmm copper wire with a 6Amps flush type SP control switch shall be fixed on the exisisting plastic sheet/ gang box, the othe ind of the wires shall be terminated with sufficient loose length in a wood/ PVC round block. complete for each outlet. Long point above 6 mtr upto 10mtr from tapping point to out let via switch (Refer KPWD SR 2019/20 Page 5 Sl. No. 2.2.3) Point 542.0 542.0 20.0 False None None False None False 10840.0 0 2882523 94254 None 2.2.4 Point wiring using copper wire without switch : Supplying and wiring adopting loop system in existing PVC Conduit / casing caping using copper PVC insulated multi strand 2*1.5Sqmm copper wire with a 6Amps flush type SP control switch shall be fixed on the exisisting plastic sheet/ gang box, the othe ind of the wires shall be terminated with sufficient loose length in a wood/ PVC round block. complete for each outlet. Two outlet in a row, above 3mtr upto 6mtr from tapping point to out let via switches .(Refer KPWD SR 2019/20 Page 5 Sl. No. 2.2.4) Point 671.0 671.0 2.0 False None None False None False 1342.0 0 2882524 94254 None 1.2.1 Concealed Conduit System : Supplying….mm dia 2mm 2.5mm thick heavy gauge PVC conduit pipe with suitable size bends, metal/ PVC junction boxes adhesive paste etc., and running before concreting the salb. The conduit should be tied to the reinforecement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with18 SWG GI fish wire wherever necessary. 19/20mm dia 2mm thick (Refer KPWD SR 2019/20 Page 2 Sl. No. 1.2.1) m 61.0 61.0 450.0 False None None False None False 27450.0 0 2882525 94254 None 1.2.2 Concealed Conduit System : Supplying….mm dia 2mm 2.5mm thick heavy gauge PVC conduit pipe with suitable size bends, metal/ PVC junction boxes adhesive paste etc., and running before concreting the salb. The conduit should be tied to the reinforecement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures. run with18 SWG GI fish wire wherever necessary. 25mm dia 2mm thick (Refer KPWD SR 2019/20 Page 2 Sl. No. 1.2.2) m 70.0 70.0 300.0 False None None False None False 21000.0 0 2882526 94254 None 1.3.1 Groove cutting : Supplying.dia 2mm/2.5mm thick heavy gauge PVC Conduit pope with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever neccessary. 19/20mm dia 2mm thick (Refer KPWD SR 2019/20 Page 2 Sl. No. 1.3.1) m 75.0 75.0 150.0 False None None False None False 11250.0 0 2882527 94254 None 1.3.1 Groove cutting : Supplying.dia 2mm/2.5mm thick heavy gauge PVC Conduit pope with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever neccessary. 25mm dia 2m thick (Refer KPWD SR 2019/20 Page 2 Sl. No. 1.3.1) m 75.0 75.0 150.0 False None None False None False 11250.0 0 2882528 94254 None 1.3.3 Groove cutting : Supplying.dia 2mm/2.5mm thick heavy gauge PVC Conduit pope with bends, metal junction boxes adhesive paste etc., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever neccessary. 32mm dia 2.5mm thick (Refer KPWD SR 2019/20 Page 2 Sl. No. 1.3.3) m 80.0 80.0 25.0 False None None False None False 2000.0 0 2882529 94254 None 2.3.2 Wiring for lighting/ power circuit using one of PVC insulated 1100v grade, multis and Copper conductor single core cable in open or concealed system of wiring. 1.5 sqmm (Refer KPWD SR 2019/20 Page 5 Sl. No. 2.3.2) m 26.0 26.0 450.0 False None None False None False 11700.0 0 2882530 94254 None 2.3.3 Wiring for lighting/ power circuit using one of PVC insulated 1100v grade, multis and Copper conductor single core cable in open or concealed system of wiring. 2.5 sqmm (Refer KPWD SR 2019/20 Page 6 Sl. No. 2.3.3) m 40.0 40.0 950.0 False None None False None False 38000.0 0 2882531 94254 None 2.3.4 Wiring for lighting/ power circuit using one of PVC insulated 1100v grade, multis and Copper conductor single core cable in open or concealed system of wiring. 4 sqmm (Refer KPWD SR 2019/20 Page 6 Sl. No. 2.3.4) m 59.0 59.0 700.0 False None None False None False 41300.0 0 2882532 94254 None 2.3.5 Wiring for lighting/ power circuit using one of PVC insulated 1100v grade, multis and Copper conductor single core cable in open or concealed system of wiring.6 sqmm (Refer KPWD SR 2019/20 Page 6 Sl. No. 2.3.5) m 87.0 87.0 250.0 False None None False None False 21750.0 0 2882533 94254 None 1.5.1 19/20mm deep junction box (Refer KPWD SR 2019/20 Page 3 Sl. No. 1.5.1) Each 49.0 49.0 10.0 False None None False None False 490.0 0 2882534 94254 None 1.5.2 25mm deep junction box (Refer KPWD SR 2014/15 Page 3 Sl. No. 1.5.2) Each 51.0 51.0 2.0 False None None False None False 102.0 0 2882535 94254 None 1.12 Supplying and fixing of Metal Fan Box with Round Hook. (Refer KPWD SR 2019/20 Page 3 Sl. No. 1.12) Each 163.0 163.0 15.0 False None None False None False 2445.0 0 2882536 94254 None 3.4.1 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall 1 - 3 Way (Refer KPWD SR 2019/20 Page 9 Sl. No.3.4.1) Each 123.0 123.0 55.0 False None None False None False 6765.0 0 2882537 94254 None 3.4.3 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall 6 Way (Refer KPWD SR 2019/20 Page 9 Sl. No.3.4.3) Each 212.0 212.0 10.0 False None None False None False 2120.0 0 2882538 94254 None 3.4.4 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall 8 Way (Refer KPWD SR 2019/20 Page 9 Sl. No.3.4.4) Each 250.0 250.0 10.0 False None None False None False 2500.0 0 2882539 94254 None 3.4.5 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall 10-12 Way (Refer KPWD SR 2019/20 Page 9 Sl. No.3.4.5) Each 325.0 325.0 5.0 False None None False None False 1625.0 0 2882540 94254 None 3.4.6 Supplying and flush mounting powder coated / galvanised metal box suitable for mountting modular switch plates. The box should be firmly mounted after due groove cutting in Brick/Stone/C.C. wall 16-18 Way (Refer KPWD SR 2019/20 Page 9 Sl. No.3.4.6) Each 355.0 355.0 1.0 False None None False None False 355.0 0 2882541 94254 None 3.5.1 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 1 to 3 Module (Refer KPWD SR 2019/20 Page 9 Sl. No.3.5.1) Each 152.0 152.0 30.0 False None None False None False 4560.0 0 2882542 94254 None 3.5.3 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 6 Module ( Refer KPWD SR 2019/20 Page 9 Sl. No.3.5.3 Each 244.0 244.0 10.0 False None None False None False 2440.0 0 2882543 94254 None 3.5.4 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 8 Module (Refer KPWD SR 2019/20 Page 9 Sl. No.3.5.4) Each 302.0 302.0 10.0 False None None False None False 3020.0 0 2882544 94254 None 3.5.5 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 10-12 Module (Refer KPWD SR 2019/20 Page 9 Sl. No.3.5.5) Each 363.0 363.0 5.0 False None None False None False 1815.0 0 2882545 94254 None 3.5.6 Supplying and fixing superior quality modular switch mounting polycarbonate plate with necessary supporting back plate with required nos. of machine screws, bolts nuts etc., complete on the existing metal/PVC box. 16-18 Module (Refer KPWD SR 2019/20 Page 9 Sl. No.3.5.6) Each 402.0 402.0 1.0 False None None False None False 402.0 0 2882546 94254 None 3.6.1 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. 6A one way (Refer KPWD SR 2019/20 Page 10 Sl. No.3.6.1) Each 88.0 88.0 85.0 False None None False None False 7480.0 0 2882547 94254 None 3.6.2 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. 6A two way (Refer KPWD SR 2019/20 Page 10 Sl. No.3.6.2) Each 152.0 152.0 2.0 False None None False None False 304.0 0 2882548 94254 None 3.6.3 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. 6A three way socket. (Refer KPWD SR 2019/20 Page 10 Sl. No.3.6.3) Each 162.0 162.0 35.0 False None None False None False 5670.0 0 2882549 94254 None 3.6.4 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. Stepped Fan Regulator. (Refer KPWD SR 2019/20 Page 10 Sl. No.3.6.4) Each 313.0 313.0 15.0 False None None False None False 4695.0 0 2882550 94254 None 3.6.8 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. 16A one way switch.(Refer KPWD SR 2019/20 Page 10 Sl. No.3.6.8) Each 249.0 249.0 10.0 False None None False None False 2490.0 0 2882551 94254 None 3.6.9 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. 6Amps Bell Push switch .(Refer KPWD SR 2019/20 Page 10 Sl. No.3.6.9) Each 159.0 159.0 4.0 False None None False None False 636.0 0 2882552 94254 None 3.6.11 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. 6/16A Universal Socket.(Refer KPWD SR 2019/20 Page 10 Sl. No.3.6.11) Each 249.0 249.0 10.0 False None None False None False 2490.0 0 2882553 94254 None 3.6.12 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. TV/Telephone Socket .(Refer KPWD SR 2019/20 Page 10 Sl. No.3.6.12) Each 147.0 147.0 20.0 False None None False None False 2940.0 0 2882554 94254 None 3.14.8 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. 6Amps Bell Buzzer .(Refer KPWD SR 2019/20 Page 11 Sl. No.3.14.8) Each 123.0 123.0 4.0 False None None False None False 492.0 0 2882555 94254 None 3.14.10 Supplying and fixing of Modular Switch / Socket / Stepped type electronic fan regulator / dimmer / telephone socket etc on existing modular Switch Plate. IS 3854 & IS 1293. 32A DP switch.(Refer KPWD SR 2019/20 Page 11 Sl. No.3.14.10) Each 108.0 108.0 6.0 False None None False None False 648.0 0 2882556 94254 None 5.17.1 Supplying and fixing miniature circuit breaker on existing MCB distribution board using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring confirming to IEC 60898. 5 - 32 Amps SP (Refer KPWD SR 2019/20 Page 27 Sl. No. 5.17.1) Each 523.0 523.0 15.0 False None None False None False 7845.0 0 2882557 94254 None 5.17.7 Supplying and fixing miniature circuit breaker on existing MCB distribution board using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring confirming to IEC 60898. 6-32 Amps TPN (Refer KPWD SR 2019/20 Page 27 Sl. No. 5.17.7) Each 1777.0 1777.0 1.0 False None None False None False 1777.0 0 2882558 94254 None 5.17.4 Supplying and fixing miniature circuit breaker on existing MCB distribution board using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with short circuit breaking capacity of 10K and complete wiring confirming to IEC 60898. 6-32 Amps DP (Refer KPWD SR 2019/20 Page 27 Sl. No. 5.17.4) Each 909.0 909.0 1.0 False None None False None False 909.0 0 2882559 94254 None 5.19.8 Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker [ELMCB] 240/450V up to 300mA sensitivity on existing wood/panel board. 32Amps,4 Pole (Refer KPWD SR 2019/20 Page 28 Sl. No5.19.8) Each 4677.0 4677.0 1.0 False None None False None False 4677.0 0 2882560 94254 None 5.18.8 Supplying and fixing regular MCB distribution board on wall/ flush mounting using required clamps, bolts, nuts, etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase/ single door with powder coated painting etc., complete. Made out of 14 SWG MS enclosure. 8 way TP & N (Refer KPWD SR 2014/15 Page 28 Sl. No. 5.18.11) 12 way SPN (Refer KPWD SR 2019/20 Page 28 Sl. No. 5.18.8) Each 1695.0 1695.0 1.0 False None None False None False 1695.0 0 2882561 94254 None 5.18.9 Supplying and fixing regular MCB distribution board on wall/ flush mounting using required clamps, bolts, nuts, etc., with provision for fixing suitable type capacity MCB's single phase / 3 phase/ single door with powder coated painting etc., complete. Made out of 14 SWG MS enclosure. 8 way TP & N (Refer KPWD SR 2014/15 Page 28 Sl. No. 5.18.11) 4 way TPN (Refer KPWD SR 2019/20 Page 28 Sl. No. 5.18.9) Each 2067.0 2067.0 1.0 False None None False None False 2067.0 0 2882562 94254 None 14.7.1 Fixing all types and all capacities of flouroscent / false ceiling / spot light / CFL / LED fittings on the wall / ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required nos. of round blocks & clamps. On wall / ceiling / rafter / girders. (Refer KPWD SR 2019/20 Page 79 Sl. No.14.7.1) Each 110.0 110.0 35.0 False None None False None False 3850.0 0 2882563 94254 None 14.8 Fixing a ceiling / Wall mounting fan of all capacities and all types to the existing 'S' hook with fan regulator to the existing board together with supplying and fixing 5 amps ceiling rose, necessary length of 23/0.0076 inch PVC insulated twin twisted copper wire and wiring. (Refer KPWD SR 2019/20 Page 80 Sl. No.14.8) Each 150.0 150.0 15.0 False None None False None False 2250.0 0 2882564 94254 None 14.5 Fixing all types and Fixing halegen/LED/MH/svl/il/led FLOOD LIGHT FITTING on existing Pole /wall ceiling including lamps ,blts,nuts and wiring usiing suitable capacity wires (Refer KPWD SR 2019/20 Page 79 Sl. No.14.5) Each 175.0 175.0 2.0 False None None False None False 350.0 0 2882565 94254 None 14.12 Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and coloring to match the existing wall or brackets with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23/0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame if required.(Refer KPWD SR 2019/20 Page 80 Sl. No.14.12) Each 400.0 400.0 4.0 False None None False None False 1600.0 0 2882566 94254 None 6.2 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts and other equipments on the meter board using 40mm dia 2.90mm thick GI pipe 2.5 mtr long buried in a pit … The pit should be filled with equal proprotion of salt and charcoal 150mm alround the pipe to complete depth. The connection from the pipe to the conduit etc, is to be established through GI wire of size as per ISI specification 7.3.3. of IS 732 using 12mm dia bolts, nuts, washers and checknuts etc, the pipe shall have 16 through holes of 122 mm dia - (Refer KPWD SR 2019/20 Page 40 Sl. No. 6.2) Set 4150.0 4150.0 2.0 False None None False None False 8300.0 0 2882567 94254 None 6.3.1 25x3mm GI strip ( (Refer KPWD SR 2019/20 Page 40Sl. No. 6.3.1) m 75.0 75.0 20.0 False None None False None False 1500.0 0 2882568 94254 None 6.18.6 8 SWG copper wire (Refer KPWD SR 2019/20 Page 44 Sl. No. 6.18.6) m 105.0 105.0 20.0 False None None False None False 2100.0 0 2882569 94254 None 6.4.5 Supplying 1.1KV LT UG cable having aluminium conductor PVC insulated, extruded inner sheathed, galvanised, steel strips : 3.5 core 25 sqmm (Refer KPWD SR 2019/20 Page 40 Sl. No.6.4.5) m 180.0 180.0 100.0 False None None False None False 18000.0 0 2882570 94254 None 6.5.2 Labour charges for laying of 1.1 KV class UG cable existing trench GI pipe / stoneware pipe / on wall / on pole as required. In existing trench / duct In existing trench / duct 6 sq mm to 25 sqmm (Refer KPWD SR 2019/20 Page 41 Sl. No. 6.5.2) m 15.5 15.5 100.0 False None None False None False 1550.0 0 2882571 94254 None 6.11.3 Supply and fixing of heavy duty cable glands suitable for UG Cables of 1.1 KV Class. (metal only) 32mm (Refer KPWD SR 2019/20 Page 42 Sl. No. 6.11.3 Nos 117.0 117.0 4.0 False None None False None False 468.0 0 2882572 94254 None 6.17.6 Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. 16 sq.mm (Refer KPWD SR 2019/20 Page 43 Sl. No. 6.17.6) Nos 12.44 12.44 15.0 False None None False None False 186.6 0 2882573 94254 None 6.61 Digging of trench of 0.6m deep x 0.5m wide refilling the trench to the required ground level, consolidating etc. complete. In Soil.-ordinary (Refer KPWD SR 2019/20 Page 41Sl. No.6.61) m 76.0 76.0 50.0 False None None False None False 3800.0 0 2882574 94254 None 7.20.1 Supply and laying double walled corrugated( DWC) HDPE Pipe with necessary connecting Sockets/ Coupling /Tees/Bends of same materials in existing trench as per IS 14930 part -II suitable for drawing under ground cables - 40 mm ( Page 63 Sl. No.7.20.1) m 98.0 98.0 100.0 False None None False None False 9800.0 0 2882575 94254 None 9.3 Supply and drawing PVC Insulated Gas Injected Physical foam jellly flooded c-axial TV cable.RG.6 (Refer KPWD SR 2019/20 Page 54 Sl. No. 9.3) Rmtr 35.0 35.0 300.0 False None None False None False 10500.0 0 2882576 94254 None 9.2.2 Supply and drawing PVCflexible One Pair Telephone unarmoured tinned copper cable (Refer KPWD SR 2019/20 Page 54 Sl. No. 9.2.2) Rmtr 14.5 14.5 300.0 False None None False None False 4350.0 0 2882577 94254 None 13.46 Supply and fixing of 70-150watt lamp Holder (Refer KPWD SR 2019/20 Page 78 Sl. No. 13.46) No 106.0 106.0 5.0 False None None False None False 530.0 0 2882578 94254 None 14.1.2 Supply and fixing of - mm dia class A pipe bracket up to 2mtrs using 32mm dia GI pipe (Refer KPWD SR 2019/20 Page 79 Sl. No. 14.1.2) Each 835.0 835.0 2.0 False None None False None False 1670.0 0 2882579 94254 None 5.14.7 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts and wiring complete. C curve ,indicator ON/OFF ,energy cross 3 with short circuit breaking capacity of 10k and complete wiring as required 63 /100Amps ,25KA, FP for Panel EB Incomer (Refer KPWD SR 2019/20 Page 27 Sl. No. 5.14.7) Each 8265.0 8265.0 1.0 False None None False None False 8265.0 0 2882580 94254 None 5.17.7 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts and wiring complete. C curve ,indicator ON/OFF ,energy cross 3 with short circuit breaking capacity of 10k and complete wiring as required 6-32 Amps TPN (Refer KPWD SR 2019/20 Page 27 Sl. No. 5.17.7) Each 1777.0 1777.0 1.0 False None None False None False 1777.0 0 2882581 94254 None 5.9.2 Supplying and fixing HRC Fuse unit base on existing switch/panel board - Up to 63A (Refer KPWD SR 2019/20 Page 25 Sl. No.5.9.2) Each 270.0 270.0 1.0 False None None False None False 270.0 0 2882582 94254 None 5.40.1 Supplying 100. Amps rated 3 phase with neutral bus bar using requirement capacity electrolytic aluminium strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolic/FRP/ DMC insulator which are mounted on powder coated 40*6mm M.S flat frame work in exisisting panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. : 100Amps 4x30x6mm Alluminium Strips - 100Amps , 4x50x10xmm AL strips (Refer KPWD SR 2019/20 Page 30 Sl. No. 5.40.1) m 2214.0 2214.0 2.0 False None None False None False 4428.0 0 2882583 94254 None 5.40.2 Supplying and fixing angle iron frame work fabricated out of M.S. angle iron. and M.S. flat … with bolts, washers etc., and painted with 2 coats of red oxide and then two coats of approved paint. - 50x50x6mm (Refer KPWD SR 2019/20 Page 30 Sl. No. 5.40.2) m 3078.0 3078.0 5.0 False None None False None False 15390.0 0 2882584 94254 None 5.42.1 Fabricating supplying and mounting MS box made out 14 SWG suitable for floor/ wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with glad and box should be finished with 2 coats of red oxide primer paint and finally finished with approved colour enameled meta paint etc., complete. (Refer KPWD SR 2019/20 Page 30 Sl. No. 5.42.1) (Approximate size 0.6 Mtr x0.6 Mtr x0.45mtr) Sqm 0.43 0.43 35000.0 False None None False None False 15050.0 0 2882585 94254 None 5.30 Supplying of and fixing Trivector Meter suitable of for operation suitable for 5 to 20A single phase opeartion class-1 ,accuracy with temper proff energy meter (Refer KPWD SR 2019/20 Page 29 Sl. No. 5.30) Set 1242.0 1242.0 1.0 False None None False None False 1242.0 0 2882586 94254 None 5.38 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 220v A.C. 50 Hz 12/24v D.C. .(Refer KPWD SR 2019/20Page 29 Sl. No.5.38) Each 464.0 464.0 3.0 False None None False None False 1392.0 0 2882587 94254 None 5.11.1 Supply of onload Change Over switches 4 poles, AC -23A duty ,415V AC supply - 63A (Refer KPWD SR 2019/20 Page 25 Sl. No. 5.11.1) Each 5185.0 5185.0 1.0 False None None False None False 5185.0 0 2882588 94254 None 5.21 Supplying and fixing of and wiring earth leakage relay with core balanced Current Transformer suitable for single phase 50Hz AC with latest microcontroller based ,digital readout (Refer KPWD SR 2019/20 Page 28 Sl. No.5.21) Each 8316.0 8316.0 1.0 False None None False None False 8316.0 0 2882589 94254 None 12.2.1 Supplying - feet - PVC batten with integrated LED tube - watt with high quality deffuser with life of 25000 burning hours &70% lumen maintenence with CRI .2 year warranty againest any manufacturing defect - LED light fitting 1 x2' -9/10watt - (Refer KPWD SR 2019/20 Page 64 Sl. No.12.2.1) - Common area Each 239.0 239.0 10.0 False None None False None False 2390.0 0 2882590 94254 None 12.2.2 Supplying - feet - PVC batten with integrated LED tube - watt with high quality deffuser with life of 25000 burning hours &70% lumen maintenence with CRI .2 year warranty againest any manufacturing defect - LED light fitting 1 x4' -20/22watt - (Refer KPWD SR 2019/20 Page 64 Sl. No.12.2.2) Each 422.0 422.0 30.0 False None None False None False 12660.0 0 2882591 94254 None 7.3.1 Supplying 48" Sweep (1200mm)capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles, Single phase AC supply conforming ot ISS-374-1979 and with double ball bearing system. (Refer KPWD SR 2019/20 Page 46 Sl. No.7.3.1) Each 2090.0 2090.0 15.0 False None None False None False 31350.0 0 2882592 94254 None 12.8.3 Supply of LED Streetlight 70 watts. (Refer KPWD SR 2019/20 Page 67 Sl. No. 12.8.3) Each 5480.0 5480.0 2.0 False None None False None False 10960.0 0 2882593 94254 None 12.11.5 Supply and fixing of LED Bulb - 12 watt (Refer KPWD SR 2019/20 Page 68 Sl. No. 12.11.5) Each 165.0 165.0 5.0 False None None False None False 825.0 0 2882594 94254 None 7.1 Supplying exhaust fan of 1440 RPM of 300mm (12") size with bracket blades complete for light duty suitable for operate on 230V 50Hz, AC supply. (Refer KPWD SR 2019/20 Page 46 Sl. No.7.1) Each 1200.0 1200.0 4.0 False None None False None False 4800.0 0 1709366214000 0 None None Other Works Rearing Pond 37129808.52 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882595 94255 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 50522.39 False None None False None False 3872541.1935 0 2882597 94255 Volume -1-Common SR- Chapter - I- Earth Work 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. Cum 402.0 422.1 2976.57 False None None False None False 1256410.197 0 2882596 94255 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 845.35 False None None False None False 1413974.6775 0 2882598 94255 None 2.1.2 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 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol-1, Pg. No.15, Item No. 2.1.2, SR 2021-22) Cum 5466.3 5466.3 634.01 False None None False None False 3465688.863 0 2882599 94255 None 3.25 Providing cohesive non-swelling (CNS) soil lining to canals using soil from approved borrow area including cost of all materials ,labour,machinery,spreading soil in layers of thicknessnot more than 150mm breaking clods,levelling ,watering, compacting to density control of not less than95 percent or as stipulated dressing to required profile etc.complete with lead upto 1 km and all lifts(WRD SR 2018-19 It No 3.25) Cum 256.2 256.2 2232.43 False None None False None False 571948.566 0 2882600 94255 None 9.3 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-3, Pg. No.71, Item No. 9.3, SR 2021-22) MT 84311.85 84311.85 114.98 False None None False None False 9694176.513 0 2882601 94255 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-I, Pg. No.17, Item No. 2.4.2, SR 2021-22) Cum 6893.04 6893.04 2160.25 False None None False None False 14890689.66 0 2882602 94255 None 9.0 Providing and laying woven polypropylene multi filament yarn geosynthetic mat with opening size of 75 microns (0.075 mm) and water permeability more than 9 liters/sqm/second to retain D85/D10 grain size of particles to the formation, grade and level as per drawing including cost of all materials, conveyance of all materials and labour, stiching, making loop at ends etc. complete with all incidental charges for successful completion of work as per the direction of Engineer-in-charge of work. (Pg. No. 2 I.No 9 SR 2021-22 V- 7 ) Sqm 133.35 133.35 14731.0 False None None False None False 1964378.85 0 1709366214000 1 None None Other Works Bruders Pond 7479776.84 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882603 94256 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 5712.03 False None None False None False 437827.0995 0 2882605 94256 Volume-1- Common SR-Chapter -II - Concrete Works 2.1.2 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates Cum 5364.0 5632.2 73.12 False None None False None False 411826.464 0 2882607 94256 Volume -1-Common SR- Chapter - I- Earth Work 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. Cum 402.0 422.1 277.43 False None None False None False 117103.203 0 2882609 94256 Volume-3-For Roads And Bridges - Chapter-2-Site Clearance 2.1.A.i Girth from 300 mm to 600 mm each 469.0 492.45 500.0 False None None False None False 246225.0 0 2882611 94256 Volume-3-For Roads And Bridges - Chapter-2-Site Clearance 2.5.ii.B In area of thorny jungle ha 168586.0 177015.3 6.3 False None None False None False 1115196.39 0 2882613 94256 Volume -1-Common SR- Chapter - I- Earth Work 1.12 Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth Cum 65.0 68.25 21000.0 False None None False None False 1433250.0 0 2882604 94256 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 97.49 False None None False None False 163066.6485 0 2882606 94256 None 4.31 Providing cohesive non-swelling (CNS) soil lining to canals using soil from approved borrow area including cost of all materials ,labour,machinery,spreading soil in layers of thicknessnot more than 150mm breaking clods,levelling ,watering, compacting to density control of not less than95 percent or as stipulated dressing to required profile etc.complete with lead upto 1 km and all lifts(MI SR 2018-19 PNo 16 It No4.31) Cum 256.2 256.2 208.07 False None None False None False 53307.534 0 2882608 94256 None 9.3 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-3, Pg. No.71, Item No. 9.3, SR 2021-22) MT 84311.85 84311.85 11.48 False None None False None False 967900.038 0 2882610 94256 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-I, Pg. No.17, Item No. 2.4.2, SR 2021-22) Cum 6893.04 6893.04 278.58 False None None False None False 1920263.0832 0 2882612 94256 None 9.0 Providing and laying woven polypropylene multi filament yarn geosynthetic mat with opening size of 75 microns (0.075 mm) and water permeability more than 9 liters/sqm/second to retain D85/D10 grain size of particles to the formation, grade and level as per drawing including cost of all materials, conveyance of all materials and labour, stiching, making loop at ends etc. complete with all incidental charges for successful completion of work as per the direction of Engineer-in-charge of work. (Pg. No. 2 I.No 9 SR 2021-22 V- 7 ) Sqm 133.35 133.35 4603.01 False None None False None False 613811.3835 0 1709366214000 0 None None Other Works Storage Tank 6622916.39 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882614 94257 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 4419.31 False None None False None False 338740.1115 0 2882616 94257 Volume -1-Common SR- Chapter - I- Earth Work 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. Cum 402.0 422.1 116.71 False None None False None False 49263.291 0 2882618 94257 Volume -3-For Roads And Bridges - Chapter - 13 - Sub-Structure 13.7 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. Cum 1105.0 1160.25 118.18 False None None False None False 137118.345 0 2882615 94257 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 320.08 False None None False None False 535381.812 0 2882617 94257 None 2.1.2 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 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol-1, Pg. No.15, Item No. 2.1.2, SR 2021-22) Cum 5466.3 5466.3 240.06 False None None False None False 1312239.978 0 2882619 94257 None 4.31 Providing cohesive non-swelling (CNS) soil lining to canals using soil from approved borrow area including cost of all materials ,labour,machinery,spreading soil in layers of thicknessnot more than 150mm breaking clods,levelling ,watering, compacting to density control of not less than95 percent or as stipulated dressing to required profile etc.complete with lead upto 1 km and all lifts(MI SR 2018-19 PNo 16 It No4.31) Cum 256.2 256.2 87.53 False None None False None False 22425.186 0 2882620 94257 None 9.3 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-3, Pg. No.71, Item No. 9.3, SR 2021-22) MT 84311.85 84311.85 16.4 False None None False None False 1382714.34 0 2882621 94257 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Vol-I, Pg. No.17, Item No. 2.4.2, SR 2021-22) Cum 6893.04 6893.04 412.74 False None None False None False 2845033.3296 0 1709366214000 0 None None Other Works Hatchery 1938017.74 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882623 94258 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 1361.21 False None None False None False 104336.7465 0 2882625 94258 Volume-2-For Buildings Chapter-8-Finishing 8.12 Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers including cost of material etc as per specifications and as per directions of the Engineerin-Charge. kg 51.0 53.55 352.86 False None None False None False 18895.653 0 2882626 94258 Volume-2-For Buildings Chapter-8-Finishing 8.25 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 105.0 110.25 352.86 False None None False None False 38902.815 0 2882628 94258 Volume-2-For Buildings Chapter-13-Water Suppy & Drainage Works 13.4.4 50 mm nominal bore Nos. 834.0 875.7 12.0 False None None False None False 10508.4 0 2882630 94258 Volume-2-For Buildings Chapter-13-Water Suppy & Drainage Works 13.4.6 80 mm nominal bore Nos. 2056.0 2158.8 24.0 False None None False None False 51811.2 0 2882632 94258 Volume-2-For Buildings Chapter-13-Water Suppy & Drainage Works 13.7.1 15 mm nominal bore Nos. 239.0 250.95 120.0 False None None False None False 30114.0 0 2882634 94258 Volume -3-For Roads And Bridges - Chapter - 16 -River Training And Protection Works 16.4.A 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 Cum 1635.0 1716.75 53.7 False None None False None False 92189.475 0 2882622 94258 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 93.96 False None None False None False 157162.194 0 2882624 94258 None 2.1.2 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 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol-1, Pg. No.15, Item No. 2.1.2, SR 2021-22) Cum 5466.3 5466.3 46.98 False None None False None False 256806.774 0 2882627 94258 None 9.3 Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-3, Pg. No.71, Item No. 9.3, SR 2021-22) MT 84311.85 84311.85 2.84 False None None False None False 239445.654 0 2882629 94258 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, M20 Design Mix using 20mm nominal size graded crushed coarse agregate. (The cost of steel reinforcement & formwork to be paid separately) Additionalities for Formwork, Centering & Scaffolding Canal Lining 10% (Vol-1, Pg. No.119, Item No. 10, SR 2021-22) (Vol-1, Pg. No.17, Item No. 2.4.2, SR 2021-22) Cum 6893.04 6893.04 59.09 False None None False None False 407309.7336 0 2882631 94258 None 1.7 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 110mm dia., 6 kg/sqcm & class 3. (Vol-5 lt.No.1.7 P.No.134 /2021-22) Rmtr 413.7 413.7 120.0 False None None False None False 49644.0 0 2882633 94258 None 2.5 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe of 100mm dia (Vol-5 lt.No.2.5 P.No.142/2021-22) Rmtr 376.95 376.95 188.16 False None None False None False 70926.912 0 2882635 94258 None 1.8 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 140mm dia., 6 kg/sqcm & class 3. (Vol-5 lt.No.1.8 P.No.134 /2021-22) Rmtr 595.35 595.35 100.0 False None None False None False 59535.0 0 2882636 94258 None 2.1.4 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 20 mm nominal size graded crushed coarse aggregates (Vol-1, Pg No. 15 It No. 2.1.4. SR 2021-22) Cum 6014.4 6014.4 28.08 False None None False None False 168884.352 0 2882637 94258 None 11.34B Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.(Vol-2, Pg. No.85, Item No. 11.34B, SR 2021-22) Kg 164.85 164.85 302.4 False None None False None False 49850.64 0 2882638 94258 None 8.4.2 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (Vol-2, Pg. No.41, Item No. 8.4.2, SR 2021-22) Sqm 275.1 275.1 352.86 False None None False None False 97071.786 0 2882639 94258 None 13.33.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work. 25mm nominal dia Pipes (Vol-2, Item No. 13.33.3, SR 2021-22 1st Corrigenda ) Rmtr 313.95 313.95 110.28 False None None False None False 34622.406 0 1709366214000 0 None None Other Works Battery Pond 1613351.91 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882640 94259 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 627.59 False None None False None False 48104.7735 0 2882642 94259 Volume -1-Common SR- Chapter - I- Earth Work 1.1 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 122.0 128.1 90.27 False None None False None False 11563.587 0 2882641 94259 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 71.72 False None None False None False 119962.458 0 2882643 94259 None 2.1.2 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 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol-1, Pg. No.15, Item No. 2.1.2, SR 2021-22) Cum 5831.7 5831.7 35.86 False None None False None False 209124.762 0 2882644 94259 None 9.3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-3, Pg. No.71, Item No. 9.3, SR 2021-22) MT 84311.85 84311.85 5.69 False None None False None False 479734.4265 0 2882645 94259 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. M20 Design Mix using 20mm nominal size graded crushed coarse agregate Additionalities for Formwork, Centering & Scaffolding Earth retaining structure 10% (Vol-1, Pg. No.119, Item No. 9, SR 2021-22) (The cost of steel reinforcement & formwork to be paid separately) (Vol-1, Pg. No.17, Item No. 2.4.2, SR 2021-22) Cum 6893.04 6893.04 108.06 False None None False None False 744861.9024 0 1709366214000 0 None None Other Works Packing Shed 2226337.79 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882646 94260 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 880.69 False None None False None False 67504.8885 0 2882648 94260 Volume-2-For Buildings Chapter-9-Flooring 9.4 Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge. Cum 6200.0 6510.0 4.66 False None None False None False 30336.6 0 2882650 94260 Volume-2-For Buildings Chapter-11-Steel and Aluminium Work 11.16.2 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 136.0 142.8 4319.12 False None None False None False 616770.336 0 2882652 94260 Volume-2-For Buildings Chapter-7-Roofing 7.38 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per Sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Sqm 556.0 583.8 246.05 False None None False None False 143643.99 0 2882655 94260 Volume-2-For Buildings Chapter-7-Roofing 7.39.1 Ridges plain (500 - 600mm) m 361.0 379.05 26.4 False None None False None False 10006.92 0 2882656 94260 Volume-2-For Buildings Chapter-8-Finishing 8.4 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 90.0 94.5 157.17 False None None False None False 14852.565 0 2882658 94260 Volume-2-For Buildings Chapter-6-Masonry works 6.6 Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Cum 9608.0 10088.4 7.92 False None None False None False 79900.128 0 2882660 94260 Volume-2-For Buildings Chapter-8-Finishing 8.4.1 Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Sqm 282.0 296.1 171.65 False None None False None False 50825.565 0 2882661 94260 Volume -1-Common SR- Chapter - I- Earth Work 1.1 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 122.0 128.1 86.4 False None None False None False 11067.84 0 2882662 94260 Volume-2-For Buildings Chapter-8-Finishing 8.28 Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 Sqm) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 66.0 69.3 171.65 False None None False None False 11895.345 0 2882663 94260 Volume-2-For Buildings Chapter-17-Rain Water Harvesting 17.1 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 960.0 1008.0 375.0 False None None False None False 378000.0 0 2882664 94260 Volume-2-For Buildings Chapter-17-Rain Water Harvesting 17.2 Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Cum 372.0 390.6 375.0 False None None False None False 146475.0 0 2882647 94260 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 26.94 False None None False None False 45061.191 0 2882649 94260 None 2.1.2 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 1:4:8 (M5) Using 40 mm nominal size graded crushed coarse aggregates. (Vol-1, Pg. No.15, Item No. 2.1.2, SR 2021-22) Cum 5466.3 5466.3 26.94 False None None False None False 147262.122 0 2882651 94260 None 9.3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-3, Pg. No.71, Item No. 9.3, SR 2021-22) MT 84311.78 84311.78 0.78 False None None False None False 65763.1884 0 2882653 94260 None 2.2.1.1 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with 20% partial replacement with Recycled concrete aggregate (RCA) (Vol-1, Pg. No.15, Item No. 2.2.1.1, SR 2021-22) Additionalities for Formwork, Centering & Scaffolding Foundation upto Plinth 8% (Vol-1, Pg. No.119, Item No. 8, SR 2021-22) Cum 6739.36 6739.36 20.25 False None None False None False 136472.04 0 2882654 94260 None 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol-2, Pg. No.9, Item No. 5.4, SR 2021-22) Cum 5619.6 5619.6 19.31 False None None False None False 108514.476 0 2882657 94260 None 9.2 Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. (Vol-2, Pg. No.59, Item No.9.2, SR 2021-22) Sqm 740.25 740.25 192.0 False None None False None False 142128.0 0 2882659 94260 None 1.7 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 110mm dia., 6 kg/sqcm & class 3 (Vol-5, Pg. No. 134, Item No. 1.7 SR 2021-22) m 413.7 413.7 48.0 False None None False None False 19857.6 0 1709366214000 0 None None Other Works Chain Link Fencing 7831809.89 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882665 94261 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 321.63 False None None False None False 24652.9395 0 2882667 94261 Volume-2-For Buildings Chapter-11-Steel and Aluminium Work 11.57.2 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. kg 96.0 100.8 26868.6 False None None False None False 2708354.88 0 2882669 94261 Volume-2-For Buildings Chapter-11-Steel and Aluminium Work 11.59 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade) Sqm 715.0 750.75 2580.0 False None None False None False 1936935.0 0 2882672 94261 Volume-2-For Buildings Chapter-8-Finishing 8.41 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. Sqm 130.0 136.5 2580.0 False None None False None False 352170.0 0 2882673 94261 Volume-2-For Buildings Chapter-11-Steel and Aluminium Work 11.25.2 Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 108.0 113.4 300.0 False None None False None False 34020.0 0 2882675 94261 Volume-3-For Roads And Bridges - Chapter-8-Traffic Signs, Markings And Other Appurtenances 8.8 Direction and Place Identification Signs with size more than 0.9 Sqm 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 exceeding 0.9 Sqm fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with Sqm5 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Sqm 8656.0 9088.8 10.0 False None None False None False 90888.0 0 2882666 94261 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 131.61 False None None False None False 220137.4665 0 2882668 94261 None 2.1.2 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 1:4:8 (M10) Using 40 mm nominal size graded crushed coarse aggregates. (Vol-1, Pg. No.15, Item No. 2.1.2, SR 2021-22) Cum 5466.3 5466.3 87.74 False None None False None False 479613.162 0 2882670 94261 None 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol-2, Pg. No.9, Item No. 5.4, SR 2021-22) Cum 5619.6 5619.6 215.51 False None None False None False 1211079.996 0 2882671 94261 None 2.1.4 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 20 mm nominal size graded crushed coarse aggregates. (Vol-1, Pg. No.15, Item No. 2.1.4, SR 2021-22) Cum 6014.4 6014.4 102.8 False None None False None False 618280.32 0 2882674 94261 None 8.17.1 Providing Flush / Ruled/ Struck or weathered pointing Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer in-charge. (Vol-2, Pg. No.44, Item No. 8.17.1, SR 2021-22) Sqm 142.8 142.8 957.83 False None None False None False 136778.124 0 2882676 94261 None MoRTH 804 Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 (Vol-3, Pg. No.151, Item No.4 MoRTH 804, SR 2021-22) Nos 9450.0 9450.0 2.0 False None None False None False 18900.0 0 1709366214000 0 None None Other Works Asphalt Road 7023749.8 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882677 94262 Volume-3-For Roads And Bridges - Chapter-3- Earthwork, Erosion Control and Drainage 3.7 Compacting Original Ground Compacting original ground supporting embankment 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. Cum 87.0 91.35 1260.0 False None None False None False 115101.0 0 2882679 94262 Volume -1-Common SR- Chapter - I- Earth Work 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. Cum 402.0 422.1 1260.0 False None None False None False 531846.0 0 2882681 94262 Volume-3-For Roads And Bridges - Chapter-3- Earthwork, Erosion Control and Drainage 3.6 Construction of Subgrade and Earthen Shoulders 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 Cum 413.0 433.65 665.04 False None None False None False 288394.596 0 2882683 94262 Volume-3-For Roads And Bridges - Chapter-4 - Sub-Bases, Bases (Non-Bituminous) and Shoulders 4.2.B.v For Grading -V Material Cum 2234.0 2345.7 1260.0 False None None False None False 2955582.0 0 2882685 94262 Volume-3-For Roads And Bridges - Chapter-4 - Sub-Bases, Bases (Non-Bituminous) and Shoulders 4.23.A.ii.b Using Screening Type B (11.2mm agg) Cum 2519.0 2644.95 351.0 False None None False None False 928377.45 0 2882686 94262 Volume-3-For Roads And Bridges - Chapter-4 - Sub-Bases, Bases (Non-Bituminous) and Shoulders 4.27.A Wet Mix Macadam (Plant mix method) 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. Cum 2394.0 2513.7 337.5 False None None False None False 848373.75 0 2882678 94262 None 5.2, B(i) Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means. B-Prime Coat over Stabilised soil base / Crusher Run Macadam (Vol-3, Pg. No.29, Item No.5.2, B(i), SR 2021-22) Sqm 55.65 55.65 4500.0 False None None False None False 250425.0 0 2882680 94262 None 5.4(ii) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Tack coat on Granular surface treated with primer (Vol-3, Pg. No.29, Item No.5.4(ii), SR 2021-22) Sqm 14.7 14.7 4500.0 False None None False None False 66150.0 0 2882682 94262 None 5.19 Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG-30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades. Open - Graded Premix Surfacing (Vol-3, Pg. No.37, Item No.5.19, SR 2021-22) Sqm 150.15 150.15 4500.0 False None None False None False 675675.0 0 2882684 94262 None 5.21 (i) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30. Seal Coat, (i) Case - I : Type A Premix Sand Seal coat. (Vol-3, Pg. No.37, Item No.5.21 (i), SR 2021-22) Sqm 80.85 80.85 4500.0 False None None False None False 363825.0 0 1709366214000 0 None None Other Works Drain 10409749.13 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882687 94263 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 3622.6 False None None False None False 277672.29 0 2882689 94263 Volume -1-Common SR- Chapter - I- Earth Work 1.1 Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 122.0 128.1 507.6 False None None False None False 65023.56 0 2882688 94263 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 538.4 False None None False None False 900554.76 0 2882690 94263 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. (Vol-1, Pg. No.15, Item No. 2.1.3, SR 2021-22) Cum 5831.7 5831.7 269.2 False None None False None False 1569893.64 0 2882691 94263 None 9.3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-3, Pg. No.71, Item No. 9.3, SR 2021-22) MT 84311.85 84311.85 31.75 False None None False None False 2676901.2375 0 2882692 94263 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, M20 Design Mix using 20mm nominal size graded crushed coarse agregate, Additionalities for Formwork, Centering & Scaffolding cement concrete drain 35% (The cost of steel reinforcement & formwork to be paid separately) (Vol-1, Pg. No.119, Item No. 2, SR 2021-22) Cum 8459.64 8459.64 581.55 False None None False None False 4919703.642 0 1709366214000 1 None None Other Works Culvert 690650.83 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882693 94264 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 66.26 False None None False None False 5078.829 0 2882696 94264 Volume-2-For Buildings Chapter-9-Flooring 9.4 Providing and laying Cement concrete pavement with 1:2:4 for commercial & residential building floors, hardpaths, footpaths using 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size, including finishing complete as per Engineer incharge. Cum 6200.0 6510.0 0.41 False None None False None False 2669.1 0 2882694 94264 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 8.55 False None None False None False 14301.1575 0 2882695 94264 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. (Vol-1, Pg. No.15, Item No. 2.1.3, SR 2021-22) Cum 5831.7 5831.7 6.41 False None None False None False 37381.197 0 2882697 94264 None 9.3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-3, Pg. No.71, Item No. 9.3, SR 2021-22) MT 84311.85 84311.85 3.05 False None None False None False 257151.1425 0 2882698 94264 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, M20 Design Mix using 20mm nominal size graded crushed coarse agregate. Additionalities for Formwork, Centering & Scaffolding, Culverts (Head walls) (The cost of steel reinforcement & formwork to be paid separately) (Vol-1, Pg. No.17, Item No. 2.4.2, SR 2021-22) Cum 8459.64 8459.64 42.12 False None None False None False 356320.0368 0 2882699 94264 None 5.4 Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Vol-2, Pg. No.9, Item No. 5.4, SR 2021-22 Cum 5619.6 5619.6 2.43 False None None False None False 13655.628 0 2882700 94264 None 8.19.2 Providing Raised and cut pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. (Vol-2, Pg. No. 44, Item No. 8.19.2 SR 2021-22) Cum 379.05 379.05 10.8 False None None False None False 4093.74 0 1709366215000 1 None None Other Works Water Supply 17283887.68 id tenderSubEstimateId categoryName itemCode description uomName baseRate finalRate quantity modifyQuantityYn minQuantity maxQuantity buyBackYn buyBackValue hideYn netAmount taxCount 2882701 94265 Volume -1-Common SR- Chapter - I- Earth Work 1.14.1 In all kinds of soils Depth upto 3 m Cum 73.0 76.65 4755.5 False None None False None False 364509.075 0 2882703 94265 Volume -1-Common SR- Chapter - I- Earth Work 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. Cum 402.0 422.1 1199.0 False None None False None False 506097.9 0 2882705 94265 Volume-2-For Buildings Chapter-13-Water Suppy & Drainage Works 13.4.2 32 mm nominal bore Nos. 577.0 605.85 100.0 False None None False None False 60585.0 0 2882707 94265 Volume-2-For Buildings Chapter-13-Water Suppy & Drainage Works 13.4.4 50 mm nominal bore Nos. 834.0 875.7 100.0 False None None False None False 87570.0 0 2882702 94265 None A130A Providing and Filling in foundation with granite / trap broken metal 100mm and down size with approved M-Sand including hand packing, ramming, watering including cost of all materials and labour with all lead and lift complete as per specifications. (Pg. No. 64 SOR Code A130A SR 2021-22 V- 5) Cum 1672.65 1672.65 275.0 False None None False None False 459978.75 0 2882704 94265 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. (Vol-1, Pg. No.15, Item No. 2.1.3, SR 2021-22) Cum 5831.7 5831.7 347.5 False None None False None False 2026515.75 0 2882706 94265 None 9.3 Supplying, Fitting and Placing TMT Fe 550 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Vol-3, Pg. No.71, Item No. 9.3, SR 2021-22) MT 84311.85 84311.85 28.63 False None None False None False 2413848.2655 0 2882708 94265 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, M20 Design Mix using 20mm nominal size graded crushed coarse agregate. Appendix I Add formwork of 35% for finished rate of concrete (Vol-1, Pg. No.119, Item No. 9, SR 2021-22) (The cost of steel reinforcement & formwork to be paid separately) (Vol-1, Pg. No.17, Item No. 2.4.2, SR 2021-22) Cum 8459.64 8459.64 783.5 False None None False None False 6628127.94 0 2882709 94265 None 3.7 Supplying S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 600 mm dia. (Vol-5 Sl.No.3.7, P.No.185 /2021-22) m 2882.25 2882.25 1400.0 False None None False None False 4035150.0 0 2882710 94265 None 2.9 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe of 100mm dia (Vol-5 lt.No.2.9 P.No.142/2021-22) Mtr 1079.4 1079.4 200.0 False None None False None False 215880.0 0 2882711 94265 None 2.6 Providing, Laying and Fixing GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For Medium Duty GI pipe of 50mm dia (Vol-5 lt.No.2.6 P.No.142/2021-22) Mtr 502.95 502.95 150.0 False None None False None False 75442.5 0 2882712 94265 None 1.3 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 50mm dia., 6 kg/sqcm & class 3. (Vol-5 lt.No.1.3 P.No.134 /2021-22) Mtr 100.8 100.8 150.0 False None None False None False 15120.0 0 2882713 94265 None 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 75 mm dia., 6 kg/sqcm & class 3. (Vol-5 lt.No.1.5 P.No.134 /2021-22) Mtr 220.5 220.5 200.0 False None None False None False 44100.0 0 2882714 94265 None 1.7 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 110mm dia., 6 kg/sqcm & class 3. (Vol-5 lt.No.1.7 P.No.134 /2021-22) Mtr 413.7 413.7 225.0 False None None False None False 93082.5 0 2882715 94265 None 1.9 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 160mm dia., 6 kg/sqcm & class 3. (Vol-5 lt.No.1.9 P.No.134 /2021-22) Mtr 628.95 628.95 200.0 False None None False None False 125790.0 0 2882716 94265 None 1.1 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80-PN6.0, 63mm dia (Vol-5 lt.No.1.1 P.No.121 /2021-22) Mtr 150.15 150.15 200.0 False None None False None False 30030.0 0 2882717 94265 None 1.2 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80-PN6.0, 75mm dia (Vol-5 lt.No.1.2 P.No.121 /2021-22) Mtr 193.2 193.2 150.0 False None None False None False 28980.0 0 2882718 94265 None 1.4 Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc.Note: Upto 110mm dia Coil shall be used. For Grade PE80 PN6.0 : HDPE Grade PE80-PN6.0,110mm dia (Vol-5 lt.No.1.4 P.No.121 /2021-22) Mtr 365.4 365.4 200.0 False None None False None False 73080.0 0
generalCriterionList	createdTs version createdDate modifiedDate criterionType description tenderEligibilityCriterionDocumentList 1709366214000 0 None None ELIGIBILITY Tenders from Joint ventures are not acceptable. None 1709366214000 0 None None ELIGIBILITY Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka None 1709366214000 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 1709366214000 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 1709366214000 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 e-Procurement portal due to internet connectivity issues and technical glitches at bidders end. None 1709366214000 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 1709366214000 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 1709366214000 0 None None ELIGIBILITY The conditional Tender will not be accepted. None 1709366214000 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 1709366214000 0 None None ELIGIBILITY Royalty on construction materials and other taxes will be deducted as per prevailing Govt orders. None 1709366214000 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 1709366214000 0 None None ELIGIBILITY All the formats prescribed in the bid document shall be filled by the tenderer in complete manner. None 1709366214000 0 None None ELIGIBILITY The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons. None 1709366214000 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 1709366214000 0 None None ELIGIBILITY The successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with the Conditions of Contract. None 1709366214000 0 None None ELIGIBILITY Contractor should carryout additional test required to test the suitability of materials. None 1709366214000 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 1709366214000 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 1709366214000 0 None None ELIGIBILITY Contractor should follow strictly the prevailing rules of labour act. None 1709366214000 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 1709366214000 0 None None ELIGIBILITY The cost of the Tender processing fees shall not be refundable. None 1709366214000 0 None None ELIGIBILITY Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, during office hours on all working days. None 1709366214000 0 None None ELIGIBILITY Materials like steel, cement etc., required for the work shall be procured by the tenderer themselves and should get tested by the quality control authority before use on the work at their own cost. Department will not supply any materials. None 1709366214000 0 None None ELIGIBILITY The contractors assessed available tender capacity will be calculated as per the clause 3.6 of kw-4 tender document Attached. None 1709366214000 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 1709366214000 0 None None ELIGIBILITY All precautions should be taken by the contractor so that there are no damages to such public/ private properties. Also the 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 1709366214000 0 None None ELIGIBILITY The tenderer should submit proposed methodology and program of construction backed with equipment and material planning, & deployment duly supported with broad calculation and quality management , plan, proposed to be adopted justifying their capability of execution and completion of the work as per technical specifications and within the stipulated period of completion. None 1709366214000 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 K.P.W.D. and further orders there on. None 1709366214000 0 None None ELIGIBILITY Contractors should be registered with KPWD/CPWD/Port Trust and e-procurement registered Contractor. None 1709366214000 0 None None ELIGIBILITY All scanned documents to be uploaded shall be in original and the same originals should be produced to the Executive Engineer (at the time of Technical Bid Opening) who reserves the right to verify the documents before approval. None 1709366214000 0 None None ELIGIBILITY Work shall be executed as per standard specifications. None 1709366214000 0 None None ELIGIBILITY Bidder should have valid Registration with Employees Provident Fund Organization under EPF and Miscellaneous Provisions Act, 1952. (Should Attach Latest Copies) None 1709366214000 0 None None ELIGIBILITY Work Done Certificates issued by not below the rank of Executive Engineer None 1709366214000 0 None None ELIGIBILITY Goods and Service Tax (GST), The contractor shall be allowed to bill GST complying with GST rules at prevailing rate in running account bill and for reimbursement by the Employer, Tax invoice is required to be submitted and Information in GST should appear/display. None 1709366214000 0 None None ELIGIBILITY GST will be paid separately as per Government Oder. None 1709366214000 0 None None ELIGIBILITY The Increase in GST shall not be paid in the extended period of contract for which the contractor alone is responsible for delays as determined by the authority while granting the extension of time. None 1709366214000 0 None None ELIGIBILITY The Tenderer shall obtain the work done certificate in the prescribed format from the Competent Authority not below the rank of Executive Engineer (District Level Officer) and scan the Original Certificate and attach the scanned file to the Bid. The Original Certificate/Certificates shall be produced at the time of opening of technical Bids for physical verification None 1709366214000 0 None None ELIGIBILITY The Tenderer shall scan the Original Ownership Documents/ Lease/ Hire commitment Agreement for the Machinery, Bank Guarantee and attach the scanned file to the Bid. The Original Documents shall be produced at the time of opening of technical Bids for physical verification None 1709366214000 0 None None ELIGIBILITY Bidders should quote the rate exclusive of GST only and GST Declaration Certificate Duly signed by contractor should upload in the portal None 1709366214000 0 None None ELIGIBILITY The period for completion of the work is 18 months. None 1709366214000 0 None None ELIGIBILITY The defect liability period is 365 days None
preQualCriterionList	None
technicalCriterionList	createdTs version createdDate modifiedDate description criterionCategoryText criterionTypeOthersValue tenderTechnicalCriterionDocumentList None None None None Contractors should be registered with KPWD/CPWD/Port Trust and e-procurement registered Contractor. Past Experience None createdTs version createdDate modifiedDate documentName None None None None PWD Registration Certificate (Class I/II/III/IV) None None None None Satisfactorily completed (at least 90% of the Contract Value), as prime contractor, at least One similar work such as Construction/Development of Fish Pond Work of value not less than Rs.400.00 lakhs (Usually not less than 50% of estimated value of contract) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work Done Certificates issued by not below the rank of Executive Engineer None None None None Executed in any one year in the last five years, the following minimum quantities of work- RCC/PCC 3598.00 Cum TMT Steel 130.58 MT Embankment/ Filling 5108.14 Cum GSB 1092.00Cum WBM 304.20Cum Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- Work Done Certificates issued by not below the rank of Executive Engineer None None None None Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under: Assessed available tender capacity -(AxNx1.5-B) Where, A-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2023-24 price level) taking into account the completed as well as works in progress. N- Number of years prescribed for completion of the works for which tenders are invited 1.50 year (18 Months) B-Value, at 2023-24 price level, of existing commitments and on-going works to be completed during the next 1.50 year (18 Months) (period of completion of the works for which Tenders are invited) Past Experience None createdTs version createdDate modifiedDate documentName None None None None Others -- EXISTING & ON-GOING WORK DETIALS None None None None Bidder should have valid Registration with Employees Provident Fund Organization under EPF and Miscellaneous Provisions Act, 1952. (Should Attach Latest Copies) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Valid ESI certificate None None None None Site Labs : Contractor should establish their own Laboratory with qualified personnel. Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Site Labs : Contractor should establish their own Laboratory with qualified personnel. None None None None Each Tenderer should further demonstrate:(a)Availability by owning at least 50% of required / specified key and initial equipment for this work Excavators 4 No.s (2 own & 2 hire) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate copy of RC with Ownership, hire deed or purchase invoice with Latest Insurance copies None None None None Concrete Self Loader 4 No.s (2 own & 2 hire) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate copy of RC with Ownership, hire deed or purchase invoice with Latest Insurance copies None None None None Tippers 6 No.s (3 own & 3 hire) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate copy of RC with Ownership, hire deed or purchase invoice with Latest Insurance copies None None None None Vibratory Road Roller 1 No (1 own/hire) Capabilities of Vendor None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate copy of RC with Ownership, hire deed or purchase invoice with Latest Insurance copies None None None None To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. 2018-19 to 2022-23)(a) achieved in at least two financial years a minimum financial turnover (in all classes of civil Engineering construction works only) of Rs.900.00 lakhs (Usually not less than two times the estimated annual payments under this contract) 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 not less than Rs.177.00 Lakhs (Credit lines/ letter of credit/ certificates from banks for meeting the fund requirement etc. (usually the equivalent of the estimated cash flow for three months in the peak construction period). Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate issued by Nationalized or Scheduled Bank - in prescribed format None None None None The EMD of Rs.15,00,000/- shall be paid through e- payment OR in two parts Part- I Rs.1,00,000/-through e-payment & Part-II remaining Rs.14,00,000/-in the form of Bank Guarantee issued by any Nationalized / Scheduled bank. The tenderer should upload the scanned copy of the original Part-2 of the EMD in e portal. Financial Status None createdTs version createdDate modifiedDate documentName None None None None Others -- Certificate issued by Nationalized or Scheduled Bank
tenderCriterionDocumentList	documentName optional documentTypeText Registration Certificate True Technical Bid ESI & PF Registration Copy True Technical Bid Turnover Details -P&L, Balance sheet, IT returns filed details filed copy True Technical Bid Certificate copy of RC with Ownership, hire deed or purchase invoice with Latest Insurance copies True Technical Bid LOC/Banker Certificate - In prescribed format only True Technical Bid EMD document other than E-payment True Technical Bid Work done Certificate / EXISTING & ON-GOING WORK DETIALS True Technical Bid GST Declaration Certificate True Technical Bid
tenderWorkLocationList
tenderAddress	createdTs 1709373684000 version 0 createdDate None modifiedDate None blockNumber Office of the Executive Engineer Port and Fisheries Division Udupi Shamili Hall Ambalapady Udupi street None city Udupi state Karnataka pin 576103
tenderRecallDTO	None