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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹97.2 L
EMD Value
₹1.9 L
Closing Date
30 Oct 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer Construction Division-III, Bisalpur Porject, Deoli
Repair of Banediya Purana anicut and other rehabilitation work Tehsil Toda Raisingh District Tonk under Bisalpur Project
2025_WRDAS_508168_1
NIT No. 10 Year 2025-26
Open Tender
Civil Works
Percentage
730 days
Banediya Bujurag teh. Toda
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Yes
via E Challan
₹1.9 L
Yes
5 Nov 2025
21 Oct 2025
31 Oct 2025
21 Oct 2025
30 Oct 2025
21 Oct 2025
Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. ( For dowels and outer slopes)
Benching base and disposal of the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m
Earth work in rough (borrow area) excavation for embankments in hardsoil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry densityof at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loadingand un-loading wherever required complete in all respect.
Compaction of earth or highly weathered strata (b) By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of.
Watering of earth including cost of carriage of water when source of water is up to 1 Km for per cum
Construction of Pucca bench mark, muttam of size 30x30x75 cm in cement concrete (1:3:6) with maximum aggregate size of 40 mm with 75 cm long MS angle , size 25x25x5 mm embedded including curing transportation and fixing at site etc. complete with all leads & lift.
Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with exposed faces chiesel dressed.
Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured. (Excluding cost of Distance stone)
Making standard type cement gauge including engraving letters and painting including scaffolding etc.
Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing,compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40MM
Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.
Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing synthetic poly fibres 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all lead and lift
Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.
Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required.
Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm
Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
Extra Labour Charges for RCC due to Obstruction in laying and placing for reinforced cement concrete due to reinforcement(b) Columns, slabs, cantilevers projections staircases, lintels, beams,chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawingincluding cost of binding wire and all leads and lifts using. (ii) Tor or ribbed bars (IS :1786-1985)
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints.
Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. 1200mm Labour Charges only
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