Irrigation Department Tender
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Irrigation Department Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date8 Feb 2025
Closing DateCancelled
Tender Amount₹ 20,50,00,000
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Class AA and above.
Technical Capacity
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The bidder is required to have prior work experience in specific areas, including construction of Canal works, Spillway, Barrage, Concrete Dam, and Canal Lining, with executed works in these areas in the last three years. They should also have experience in earthwork, brickwork, and concrete work, with a specified quantity executed per year in the last three years. The bidder should have experience of having successfully completed similar work during the last 7 years, with specific requirements including: - 1 work (80%) - 2 work (50%) - 3 work (40%) Additionally, the average annual financial turnover during the last 3 years should be at least 30%. The bidder should provide details of successfully completed works in the last five years, including cost and actual time of completion.
Costs
EMD
₹ 41,00,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Summary
Janapad Fatehpur Me Jahanabad Ke Nikat Rind Nadi Par Koda Pump Canal Ke Civil Karya
Description
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Contact
Tender Id
2025_UPIDC_1003141_1Tender No
14/S.E.-II/2024-25Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://idup.gov.in/
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Documents
BOQ Items
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Providing and laying in position cement concrete of grade M20 for pump house and weir work excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) including cost of mixing with batching plant, Admixture, carriage of concrete from batching plant to site of work, placing with concrete pump and cost of all material, labour, T&P etc. required for proper completion of the work upto plinth level as per direction of Engineer-in-charge.
1816.02
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work in pump house and weir work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland cement, admixtures including pumping of concrete to site of laying, curing, carriage from batching plant to site of work for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement, for M25 grade of concrete including cost of all material, labour, T&P etc. required for proper completion of the work upto plinth level as per direction of Engineer-in-charge.
1345.49
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Supplying and Laying of boulder pitching (weight 25-30Kg) upto required measurements and location for proper completion of work in all respect including cost of Labours, tools and plant etc. as per direction of Engineer-in-Charge.
652.8
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Centering and shuttering including strutting, propping and removal of form work for plain/reinforced cement concrete work complete.
2396.96
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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.
230.47
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Providing & fixing in position thermo mechanically treated (TMT) Fe 500 grade reinforcement bars in foundations, substructures, superstructure etc. complete as per drawings and Technical Specification section 1600 (For Pump House and Wier)
635.59
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Sheet Pile driving sheet piles including labour and all T&P required for proper completion of work but excluding cost of sheet piles in ordinary soil sand and light clay. as directed by Engineer in-charge.
56.01
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"Providing and placing in position suitable PVC water stops conforming to IS 12200 for Construction/expansion joints between two RCC members and fixed to Reinforcement etc complete
Serrated with Central Bulb (225 mm wide , 8-11mm thick)"
1101.05
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Providing and Fixing of U type copper seal of size 380 mm wide 22 SWG including cost of all labour, material, T&P, cutting, Brazing, Crimping etc, required for proper completion of work.
122
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Supply & Bracing of 6m long and 100 to 150mm dia (Taken 60 M Bracing &balli). As per direction of Engineer-in-charge.
600
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Supply of bamboo crate of finish size 1.5m x 1.0m x1.0 m including cost of bamboo size 5 to 8 cm dia and nails including cost of all material, labour, T&P etc. required for proper completion of work.
1980
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Filling and Placing empty cement bags / HDPE/ woven bag (cement bag size) with RBM or earth excavation, Tying and sewing with Sutli placing in position including lead up to 60m.
60000
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Hiring 5HP Deisel pump for dewatering with operator average per day 12 Hrs.
540
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Earth work in embankment by power transported earth with a lead beyond 200m. and upto 1.00 Km. including excavation, loading, unloading, manual compaction, dressing, Borrowing Earth from Private land, Mechanical Compaction for achieve 98% dry density and all lifts complete excluding royalty will be applicable from time to time on Govt. orders. as per direction of Engineer-in-Charge
23956.96
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Turfing with chippi grass including nursing and watering etc. complete work as per directed by Engineer in charge.
6176.9
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Supplying and Laying of boulder pitching for launching apron (weight 25-30Kg) upto required measurements and location for proper completion of work in all respect including cost of Labours, tools and plant etc. as per direction of Engineer-in-Charge. (for Boulder Pitching & Launching Apron) as directed by Engineer in charge.'
964.5
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Earth work in foundation in dry ordinary (Loam, clay or sand) including lift upto 1.5 m and lead upto 30 m and including back filling , watering and ramming of excavated earth into the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m from the foundation trenches
13668.64
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Providing and laying in position cement concrete of grade M10 excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) including cost of mixing with batching plant, carriage of concrete from batching plant to site of work, placing and cost of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge.
497.25
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Random Rubble stone masonry in 1 : 4 CM with Cut stone (Khanda) (Shankargarh/Meja/Jasra Quarry) size 200 x 200 x 150 mm. sand stone cost including labour, material, T&P etc. complete work as per directed by Engineer in charge.
8838.79
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Providing and laying in position cement concrete of grade M15 excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) including cost of mixing with batching plant, carriage of concrete from batching plant to site of work, placing with concrete pump and cost of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge.
971.86
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Providing and laying in position cement concrete of grade M20 excluding the cost of centering and shuttering - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) including cost of mixing with batching plant, Admixture, carriage of concrete from batching plant to site of work, placing with concrete pump and cost of all material, labour, T&P etc. required for proper completion of the work upto plinth level as per direction of Engineer-in-charge.
57.29
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland cement, admixtures including pumping of concrete to site of laying, curing, carriage from batching plant to site of work for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement, for M25 grade of concrete including cost of all material, labour, T&P etc. required for proper completion of the work upto plinth level as per direction of Engineer-in-charge.
152.92
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Providing and laying plain cement concrete in wearing coat M-30 grade excluding centering and shuttering but including mechanical mixing, compaction and proper curing, tools and plants etc. required for proper completion of work as per drawing and direction of Engineer in-charge.
73.5
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Earth Filling under floors with surplus ordinary soil in 15 cm. Layer including ramming watering and compaction complete.
274.61
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Disposal of Surplus Earth Excavated from pump House up to 1 km distance.
7151.86
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work in pump house and weir work; using coarse aggregate and fine aggregate derived from natural sources, Ordinary Portland cement, admixtures including pumping of concrete to site of laying, curing, carriage from batching plant to site of work for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement, for M30 grade of concrete including cost of all material, labour, T&P etc. required for proper completion of the work above plinth level as per direction of Engineer-in-charge.
2598.12
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Centering & Shuttering for RCC work including Material for T-beam, bridges, syphon and aquaduct up to 10M span and 5 m staging. as per direction of Engineer-in-charge.
6190.92
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Class 100 Brick work in 1:4 Cement and Coarse sand Mortar including Supply of all materials, labours and Tools & Plants etc. required for proper completion of work.
218.88
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12 mm thick cement plaster in 1:4 (Cement and Coarse sand Mortar) including Supply of all materials, labours and Tools etc. required for proper completion of work.
887
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White washing two coat on plaster, brick work and R.C.C. work including Supply of all materials, labours and Tools etc. required for proper completion of work.
3714.14
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Providing and laying roof insulation with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge.
709
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Fabrication and fixing of mild steel / iron work in grill, Gates, Ralling, Door, Window, Frame including cutting, driling, welding / reweting and fixing hinges where necessary with fixing in position including cost of all material labour T&P etc. required for proper completion of work with one coate of red oxide primer. as directed by Engineer in-charge.
1753.9
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Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately)
506.25
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Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand)
94.5
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
4
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Painting two coats of synthetic enamel paint on new surface (excluding cost of primer) superior quality such as luxol higlos, apcolite, superiac, dulux including cost of labour, all material T&P etc. for proper completion of work as per directed by Engineer in-charge.
66.66
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Painting one coat of red oxide primer on steel surface after sand papering and cleaning of surface including cost of labour, all material T&P etc required for proper completion of work. as per directed by Engineer in-charge.
82.06
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Fabrication and fixing in position steel doors, sutter made of 30x30x5 mm angle iron frame with 18 SWG MS sheet, L draft tower boalt hinges etc. with cost of all material, labour T&P and one coat of red oxide primer. as per directed by Engineer in-charge.
31.4
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Centering & Shuttering for RCC work including Material for T-beam, bridges, syphon and aquaduct up to 10M span and 5 m staging. as per direction of Engineer-in-charge.
389.29
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Providing & fixing in position thermo mechanically treated (TMT) Fe 500 grade reinforcement bars in foundations, substructures, superstructure etc. complete as per drawings and Technical Specification section 1600 as directed by Engineer in charge.
78.48
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