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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Fee/PreQual/Technical/Finance | -36.99% | ₹12.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.5 L+₹21,879.16 (1.78%)Admitted-Fee/PreQual/Technical/Finance | -35.87% | ₹12.5 L+₹21,879.16 (1.78%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹14.6 L+₹2.3 L (18.9%)Admitted-Fee/PreQual/Technical/Finance | -25.11% | ₹14.6 L+₹2.3 L (18.9%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹15.1 L+₹2.8 L (22.4%)Admitted-Fee/PreQual/Technical/Finance | -22.89% | ₹15.1 L+₹2.8 L (22.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹19.5 L
EMD Value
₹39,060
Closing Date
5 Aug 2026, 6:00 pmClosed
Commissioner Municipal Corporation, Bharatpur
Municipal Corporation, Bharatpur
Construction of a water trough and installation of a tin shed for cows at the Subhash Nagar Gaushala.
2026_DLB_577452_7
Nit (12/2026-27) Municipal Corporation, Bharatpur
Open Tender
Civil Works
Percentage
365 days
Municipal Corporation
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Commissioner Municipal Corporation, Bharatpur
₹39,060
Yes
6 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m | - | Cum | 229.5 | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | Cum | 4,575 | - |
| 3 | Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | 5,600 | - |
| 4 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar1:4 (1 cement : 4 fine/ coarse sand) | - | Sqm | 227 | - |
| 5 | 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. | - | Kg | 144.5 | - |
| 6 | Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets 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.0.80mm thick with zinc coating not less than 275gm/m² | - | Sqm | 1,064 | - |
| 7 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | - | Cum | 2,955 | - |
| 8 | Kota stone slab flooring 25mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :Area of each slab 2001 to 5000 sqcm | - | Sqm | 1,447 | - |
| 9 | Providing and fixing of precast concrete interlocking tiles of desired shape of M 30 grade manufactured from fully computerized automatic stationery hydraulic vibrio pressed machine and fully computerized automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead & Lifts etc. complete as per specifications. Tensile splitting strength, abrasion and braking load etc. as per BS 6717:2001, Grey cement.80mm thick | - | Sqm | 792 | - |
| 10 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.PCC M-20 | - | Cum | 5,650 | - |
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