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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Finance | -27.60% | ₹4.1 L | L1 | Admitted-Finance |
| 2 | L2₹4.5 L+₹36,432.27 (8.83%)Admitted-Finance | -21.21% | ₹4.5 L+₹36,432.27 (8.83%) | L2 | Admitted-Finance |
| 3 | L3₹5.2 L+₹1.1 L (25.7%)Admitted-Finance | -8.99% | ₹5.2 L+₹1.1 L (25.7%) | L3 | Admitted-Finance |
| 4 | L4₹5.4 L+₹1.3 L (30.4%)Admitted-Finance | -5.60% | ₹5.4 L+₹1.3 L (30.4%) | L4 | Admitted-Finance |
Tender Value
₹5.7 L
EMD Value
₹11,400
Closing Date
3 Aug 2026, 6:00 pmClosed
Ex. Engineer
Jal Shakti (PHE) Division Doda
Construction of 5000 Gallon Capacity at Masjid Mohalla Lower Bharowa Panchayat Diggi Block Bhaderwah under District Capex Budget 2026-27 (JKSSR 2022)
2026_PHE_317201_5
e-NIT No. EE/JS(PHE)D/D/09 of 07/2026-27
Open Tender
Civil Works
Percentage
Doda
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
Ex. Engineer
₹11,400
13 Aug 2026
23 Jul 2026
4 Aug 2026
23 Jul 2026
3 Aug 2026
23 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 by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed by Engineer incharge in all kind of soil. | 82.43 | Cum | 479.3 | ₹39,508.7 |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed by Engineer incharge in ordinary rock. | 35.33 | Cum | 924.8 | ₹32,673.18 |
| 3 | Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in all kind of soil. | 12.98 | Cum | 592.9 | ₹7,695.84 |
| 4 | Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in ordinary rock. | 5.56 | Cum | 940.3 | ₹5,228.07 |
| 5 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40mm nominal size. | 4.98 | Cum | 5,202.9 | ₹25,910.44 |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge..All works upto plinth level. Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. | 2.42 | Cum | 8,021.1 | ₹19,411.06 |
| 7 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge..All works above plinth level. Note: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. | 4.1 | Cum | 9,412.05 | ₹38,589.4 |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 0.82 | Cum | 9,821.5 | ₹8,053.63 |
| 9 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 1.46 | Cum | 10,377.15 | ₹15,150.64 |
| 10 | Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth level TMT bars.Fe 500. | 880 | Kg. | 123.2 | ₹1,08,416 |
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