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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹10.6 LAdmitted-Finance | -45.20% | ₹10.6 L | L1 | Admitted-Finance |
| 2 | L2₹11.1 L+₹42,918.86 (4.03%)Admitted-Finance | -42.99% | ₹11.1 L+₹42,918.86 (4.03%) | L2 | Admitted-Finance |
| 3 | L3₹12.6 L+₹2.0 L (18.6%)Admitted-Finance | -35.00% | ₹12.6 L+₹2.0 L (18.6%) | L3 | Admitted-Finance |
| 4 | L4₹13.4 L+₹2.7 L (25.5%)Admitted-Finance | -31.25% | ₹13.4 L+₹2.7 L (25.5%) | L4 | Admitted-Finance |
| 5 | L5₹14.5 L+₹3.9 L (36.5%)Admitted-Finance | -25.20% | ₹14.5 L+₹3.9 L (36.5%) | L5 | Admitted-Finance |
Tender Value
₹19.4 L
EMD Value
₹38,840
Closing Date
22 Jul 2026, 6:00 pmClosed
Er. Sandeep Gupta
XEN
Up gradation of drainage system in and around boys, girls hostel and academic block at IGGDH Jammu
2026_PWDJK_315663_2
eNIT 35 of 2026-27 Dated 11-07-2026
Open Tender
Civil Works
Percentage
90 days
Jammu
BOQ
2 documents required · 2 mandatory
₹600
Executive Engineer PWD R and B Division
₹38,840
31 Aug 2026
11 Jul 2026
23 Jul 2026
11 Jul 2026
22 Jul 2026
11 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 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 53.63 | Cum | 276.6 | ₹14,834.06 |
| 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 asdirected: 2.8.1 All kinds of soil : 1 meter fromcutting edge | 16.43 | Cum | 479.3 | ₹7,874.9 |
| 3 | 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: 4.4.8 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size | 50.05 | Cum | 4,826.5 | ₹2,41,566.32 |
| 4 | 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 | 7.39 | Cum | 5,733.6 | ₹42,371.3 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 78.16 | Sqm | 286.35 | ₹22,381.12 |
| 6 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50mm thick with 20 mm nominal size stone agg. | 178.9 | Sqm | 562.15 | ₹1,00,568.64 |
| 7 | Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) .11.29.4 Ordinary cement without any pigment | 1,257.9 | Sqm | 903.85 | ₹11,36,952.92 |
| 8 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) | 20.75 | Cum | 1,725.2 | ₹35,797.9 |
| 9 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead as per directions of Engineer-in-Charge: Rectangular manhole 90x80 cm and 45 cm deep | 20 | Each | 1,807.3 | ₹36,146 |
| 10 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and de
chocking of sewer lines. De-chocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer
line from 150mm dia upto 300mm | 60 | Metre | 284.15 | ₹17,049 |
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