Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | -22.61% | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 CrAdmitted-Finance | -22.29% | ₹2.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.8 CrAdmitted-Finance | -21.51% | ₹2.8 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.0 CrAdmitted-Finance | -16.16% | ₹3.0 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.1 CrAdmitted-Finance | -15.17% | ₹3.1 Cr | L5 | Admitted-Finance |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
17 Feb 2026, 6:00 pmClosed
SE WR Circle Pali
SE WR Circle Pali
Repair and Renovation work of Bhachunda Anicut
2026_WRDAS_532323_1
SE NIT NO 14/2025-26
Open Tender
Civil Works
365 days
Bhachunda/Sumerpur/Pali
As per NIT Document
2 documents required · 2 mandatory
₹5,000
EE JCD Sumerpur
₹7.2 L
Yes
3 Apr 2026
27 Jan 2026
18 Feb 2026
27 Jan 2026
17 Feb 2026
27 Jan 2026
Civil work
Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora 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. Thick
Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department 7.5 cm to 15 cms girth
Dismantling of masonry with care inclusive of de-watering wherever requiredDry stone masonry or pitching
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.
Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.
Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum
Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.
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 40 mm
Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5 Add extra over item no. 1 to 7 for Masonry work in superstructure
Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. In cement sand mortar 1:5
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm
Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm
Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 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 density of at least 98% of Standard Proctor s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. With lead beyond 250 m and up to 750 m (for average lead 1/2 Km) Deduct in item no 16 (a) to (d) above if Standard Proctors density to be achived is at least 90%
Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor)
Watering of earth including cost of carriage of water when source of water is up to 1 Km
Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect
Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads and lifts
Dry boulder filling in required profile with filling of voids etc. complete including all lead and lifts, and well finished surface
Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead and lifts 23 cm thickness ( 5 % thickness tolerance)
Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter.
Filling crates with stone, in position at site including hinging with hot dipped G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects.
Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
Providing and Laying in position of Cement concrete Nominal mix (1:2:4) 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
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
Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), 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; (For mix design Cement content considered 420 kg/ cum of concrete) 20 mm
Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene/polyester fibres as per IS 16481:2022 or latest revision, 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 leads and lifts.
Supplying of M.S. reionforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS :1786-1985)
R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including all leads of all construction materials, curing etc. complete in 1: 6 Cement Mortar
Supply of Steel including all lead and lift. With out contractor Benefit Structural steel as per latest relevant IS code
Painting standard type gauge with black, red and white un-washable paints including cost of material
120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concretee 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with four horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete.
Providing and fixing of Precast concrete interlocking blocks manufactured and laid over a sand bed of 20 -40mm thick as per IRC SP 63-2004 and IS 15658 -2006. Complete job to be executed as per the instructions of Engineer-in-charge. The rates are inclusive of all lead, lifts & taxes 1. Shape : As specified by Engineer-in-charge. 2. Strength and breaking load as per IS:15658-2006 3. Colour : As specified by Engineer-in-charge. 4. Variation in Dimension :as per IS:15658-2006 5. Variation in thickness : as per IS:15658-2006 60mm thick, Light traffic category, M35 Grade designation blocks
Making standard type cement gauge including engraving letters and painting including scaffolding etc.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
technical_948768.pdf
techsummary_948768.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 4.02 MB
BOQ_948768.xls
BOQ • 0.30 MB
NIT14.pdf
Tender Documents • 4.00 MB
Download all tender documents and submit your bid