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Tender Value
₹8.3 L
EMD Value
₹16,700
Closing Date
29 Jul 2026, 6:00 pm3d left
Ex. Engineer
Jal Shakti (PHE) Division Doda
Construction of 10000 Gallon GSR for Habitation Heerani, Panchayat Panthan Block Thathri Chiralla under District Capex Budget 2026-27 (JKSSR 2022)
2026_PHE_317201_3
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
₹600
Yes
Ex. Engineer
₹16,700
23 Jul 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
29 Jul 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 bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil. | 35 | Cum | 592.9 | ₹20,751.5 |
| 2 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. In ordinary Rocks | 15 | Cum | 940.3 | ₹14,104.5 |
| 3 | 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-in-Charge. All kinds of soil. | 19.53 | Cum | 479.3 | ₹9,360.73 |
| 4 | 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-in-Charge. in ordinary rocks | 8.37 | Cum | 924.8 | ₹7,740.58 |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 9.53 | Cum | 5,202.9 | ₹49,583.64 |
| 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.
Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.
5.34.1 All works upto plinth level | 4.21 | Cum | 8,021.1 | ₹33,768.83 |
| 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.
Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.
5.34.1 All works above plinth level | 7.22 | Cum | 9,412.05 | ₹67,955 |
| 8 | 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) | 1.94 | Cum | 10,377.15 | ₹20,131.67 |
| 9 | 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) | 0.94 | Cum | 9,821.85 | ₹9,232.54 |
| 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 5.37 | Cum | 5,733.6 | ₹30,789.43 |
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