| 1709998252000 | 0 | None | None | Roads | Construction of CC Road from NH-150A Road to Bommadevarahalli in Molakalmuru Taluk | 24652318.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2977101 | 98748 | None | KPWD SR-2023-24 , Volume-3, Item No. 2.5(ii) , a P | C.C PAVEMENT: Clearing and grubbing Road land.
Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness (ii) By Mechanical Means using Dozer - A. In area of light jungle | Hectare | 484.0 | 484.0 | 58.1 | False | None | None | False | None | False | 28120.4 | 0 | | 2977102 | 98748 | None | KPWD SR-2023-24 , Volume-3,Item No. 3.5, P.no.17 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead
| Sqm | 6.0 | 6.0 | 7781.25 | False | None | None | False | None | False | 46687.5 | 0 | | 2977103 | 98748 | None | KPWD SR-2023-24 , Volume-3, Item No. 3.11, P.No.18 | Preparation and surface treatment of formation .
Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310 | Sqm | 4.0 | 4.0 | 15562.5 | False | None | None | False | None | False | 62250.0 | 0 | | 2977104 | 98748 | None | KPWD SR-2023-24 ,Volume-1, Item No.1.14.1, Pg.No.8 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, isposing off or levelling the Excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 102.0 | 102.0 | 3501.56 | False | None | None | False | None | False | 357159.12 | 0 | | 2977105 | 98748 | None | KPWD SR-2021-22, Volume-3, Item No. 3.6, P No.15 | Construction of sub-grade 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 | 493.0 | 493.0 | 2282.5 | False | None | None | False | None | False | 1125272.5 | 0 | | 2977106 | 98748 | None | KPWD-2023-24, Volume-3, Item No. 4.1 (iii) P No.23 |
SUB-BASES AND BASE WORKS Granular Sub-base with Well Graded Material By Mix in Place Method
401 Construction of Granular Sub-Base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achnical Specification Clause 401 | Cum | 2384.0 | 2384.0 | 778.125 | False | None | None | False | None | False | 1855050.0 | 0 | | 2977107 | 98748 | None | P.No.153 I. No.16.35 Volume-2 | Stabilized Sub base / Base: With nano technology
Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% 40mm downsize crushed Aggregate. Application: (1) Rip and loosen soil with excavator /tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. (2) Spread OPC Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator. (3) Prepare and apply Chemical (IRC Accreditation)to achieve strength of minimum 4.5mpa mixed in OMC water (1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator.(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications, Tri-party agreement,IRC SP:89 2018 & direction of Engineer-in-Charge. | Cum | 2538.0 | 2538.0 | 1426.563 | False | None | None | False | None | False | 3620616.894 | 0 | | 2977108 | 98748 | None | KPWD SR-2023-24, Volume-3, Item No.16.28, P No.149 | Providing and constructing un-reinforced plain cement
concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work | Cum | 6754.0 | 6754.0 | 1711.875 | False | None | None | False | None | False | 11562003.75 | 0 | | 2977109 | 98748 | None | KPWD SR-2023-24, V-3 I No.8.16 (ii) PNo67 | ROAD FURNITURES
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
(ii) Ordinary kilometer stone (precast) | Each | 2927.0 | 2927.0 | 3.0 | False | None | None | False | None | False | 8781.0 | 0 | | 2977110 | 98748 | None | KPWD SR-2023-24, V-3, I No. 8.16 (iii) P No.67 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
(iii) 200 m stone (precast) | Each | 842.0 | 842.0 | 8.0 | False | None | None | False | None | False | 6736.0 | 0 | | 2977111 | 98748 | None | KPWD SR-2023-24 V-3, I No. 8.5(ii) PNo 64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as perapproved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. | Each | 4684.0 | 4684.0 | 5.0 | False | None | None | False | None | False | 23420.0 | 0 | | 2977112 | 98748 | None | KPWD SR-2023-24 , Volume-3, Item No. 8.5(x) PNo.64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as perapproved drawing.The sign shall be maintained as per section 12 of IRC:67:2012. | Each | 5417.0 | 5417.0 | 1.0 | False | None | None | False | None | False | 5417.0 | 0 | | 2977113 | 98748 | None | KPWD SR-2023-24 , V-3, INo. 8.15 P no.67 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes | Sqm | 530.0 | 530.0 | 461.88 | False | None | None | False | None | False | 244796.4 | 0 | | 2977114 | 98748 | None | KPWD SR-2023-24, V-3, I No. 8.43 MoRTH 806 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal eflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from he body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer(UNI | No | 365.0 | 365.0 | 746.0 | False | None | None | False | None | False | 272290.0 | 0 | | 2977115 | 98748 | None | KPWD SR-20223-24 , V-3, I No. 8.18 Pno.67 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | Each | 748.0 | 748.0 | 14.0 | False | None | None | False | None | False | 10472.0 | 0 | | 2977116 | 98748 | None | KPWD SR-2023-24 , V-3, I No. 16.29 Pno.150 | Providing and fixing 'logo' of PMGSY Project
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. i) The board will be a composite unit consisting of three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most platewill be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mmx 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at1125 mm apart centre to centre. The top of the middle platewill be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement oncreteM15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG
having a spacing of 100 mm between the diamond shapedplate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 essages/Borders. All the sections of frame and posts will bepainted with primer and two coats of Epoxy paint. The steel
tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be plicable.
(iv) A reference number along with the month and year
of installation should be placed on the back of a sign in
a contrasting colour or by stamping in characters not
exceeding 50 mm in height.485777/2019/Dir(Tech) | Each | 14937.0 | 14937.0 | 1.0 | False | None | None | False | None | False | 14937.0 | 0 | | 2977117 | 98748 | None | SR-2023-24 , Volume-1, Item No.1.14.1, P.no.8 | Box Culvert Two Vent: Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m | Cum | 102.0 | 102.0 | 566.5 | False | None | None | False | None | False | 57783.0 | 0 | | 2977118 | 98748 | None | SR-2023-24, Volume-1, Item No. 1.7, P.No.7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction | Cum | 119.0 | 119.0 | 256.5 | False | None | None | False | None | False | 30523.5 | 0 | | 2977119 | 98748 | None | SR-2023-24 , Volume-1, Item No. 2.1.3, P.No.15 | 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 | Cum | 5989.0 | 5989.0 | 35.7 | False | None | None | False | None | False | 213807.3 | 0 | | 2977120 | 98748 | None | SR-2023-24 Volume-1, Item No. 2.4.3, P.No.17 | 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
| Cum | 6336.0 | 6336.0 | 369.02 | False | None | None | False | None | False | 2338110.72 | 0 | | 2977121 | 98748 | None | SR-2021-22 Volume-1, Item No. 2.4.3, P.No.17 | Appendix I Additionalities for Formwork, Centering & Scaffolding (Foundation, Sunstructure of cross drainage 8%) | Cum | 506.88 | 506.88 | 369.02 | False | None | None | False | None | False | 187048.8576 | 0 | | 2977122 | 98748 | None | SR-2023-24 Volume-1, Item No. 2.5.2, P.No.17 | 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 | Cum | 6843.0 | 6843.0 | 24.66 | False | None | None | False | None | False | 168748.38 | 0 | | 2977123 | 98748 | None | SR-2023-24 Volume-1, Item No. 2.5.2, P.No.17 | Appendix I Additionalities for Formwork, Centering & Scaffolding (Common SR-2023-24 Volume-1, Item No. 2.5.2, P.No.17) (S.No.8 P.No. 115) (Columns & Piers 10%) | Cum | 547.44 | 547.44 | 24.66 | False | None | None | False | None | False | 13499.8704 | 0 | | 2977124 | 98748 | None | SR-2023-24 Volume-3, Item No.2.11.b, P.No.18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification b.Foundations of Bridges | Tonne | 86206.0 | 86206.0 | 11.84 | False | None | None | False | None | False | 1020679.04 | 0 | | 2977125 | 98748 | None | SR-2023-24 Volume-3, Item No.2.11.d, P.No.18 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification d.Super structure of Bridges | Tonne | 86658.0 | 86658.0 | 5.65 | False | None | None | False | None | False | 489617.7 | 0 | | 2977126 | 98748 | None | SR-2023-24 , Volume-3, Item No.12.2, P.No.117 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2 , extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications | m | 239.0 | 239.0 | 20.0 | False | None | None | False | None | False | 4780.0 | 0 | | 2977127 | 98748 | None | SR-2023-24 Volume-3, Item No.12.4, P.No.117 | 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 | 2677.0 | 2677.0 | 43.34 | False | None | None | False | None | False | 116021.18 | 0 | | 2977128 | 98748 | None | KPWD SR-2023-24, Volume-3, Item No.13.8, P.No.121 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification | Cum | 6811.0 | 6811.0 | 13.14 | False | None | None | False | None | False | 89496.54 | 0 | | 2977129 | 98748 | None | KPWD SR-2023-24, Volume-3, Item No.13.19, P.No.12 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) | Cum | 11835.0 | 11835.0 | 25.2 | False | None | None | False | None | False | 298242.0 | 0 | | 2977130 | 98748 | None | KPWD SR-2023-24 Volume-3, Item No.13.4, P.No.121 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. | m | 2329.0 | 2329.0 | 24.2 | False | None | None | False | None | False | 56361.8 | 0 | | 2977131 | 98748 | None | KPWD SR-2023-24 , Volume-3, Item No.13.2, P.No.121 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) | Cum | 13971.0 | 13971.0 | 10.89 | False | None | None | False | None | False | 152144.19 | 0 | | 2977132 | 98748 | None | KPWD SR-2023-24 , Volume-3, Item No.14.2,P.No.129 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each | Cum | 2454.0 | 2454.0 | 29.15 | False | None | None | False | None | False | 71534.1 | 0 | | 2977133 | 98748 | None | KPWD SR-2023-24 ,Volume-3, Item No. 14.4, P.No.111 | 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. A Stone/Boulder | Cum | 1912.0 | 1912.0 | 22.88 | False | None | None | False | None | False | 43746.56 | 0 | | 2977134 | 98748 | None | KPWD SR-2023-24 , Volume-3, Item No.13.7, P.No.121 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification | No | 3271.0 | 3271.0 | 4.0 | False | None | None | False | None | False | 13084.0 | 0 | | 2977135 | 98748 | None | KPWD SR-2023-24, Volume-3, Item No.13.16 P.No.124 | Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in trafficdirection), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications | m | 1795.0 | 1795.0 | 24.0 | False | None | None | False | None | False | 43080.0 | 0 |
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