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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹10.2 L+₹12,307.15 (1.23%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹10.4 L+₹34,820.23 (3.47%)Accepted-Finance | L3 | Accepted-Finance L3 | |
| 4 | L4₹11.1 L+₹1.1 L (10.7%)Accepted-Finance | L4 | Accepted-Finance L4 | |
| 5 | L5₹11.1 L+₹1.1 L (10.7%)Accepted-Finance | L5 | Accepted-Finance L5 |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
20 Jul 2026, 6:00 pmClosed
Executive Engineer
PWD (RandB) Division Udhampur
Reconstruction of nallah walls and lane near GMS Shaktinagar to Master Dida Ram House Ward No.7 Udhampur
2026_PWDJK_315626_9
e-NIT 71 of 2026-27 dated 11.07.2026
Open Tender
Civil Works
Percentage
60 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RandB Division Udhampur
₹30,000
3 Aug 2026
11 Jul 2026
21 Jul 2026
13 Jul 2026
20 Jul 2026
13 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:All kinds of soil : | 47.25 | cum | 479.3 | ₹22,646.93 |
| 2 | 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 22.1 | cum | 4,826.5 | ₹1,06,665.65 |
| 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plum | 162.1 | cum | 4,774.46 | ₹7,73,939.97 |
| 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) | - | cum | 5,733.6 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | - | sqm | 286.35 | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilasters
buttresses, plinth and string course fillets, kerbs andsteps etc. | - | sqm | 628.95 | - |
| 7 | Providing and fixing on wall face un-plasticized Rigid PVC rain water
pipes conforming to IS: 13592 Type A including jointing with seal ring
conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
(i) Single socketed pipes 110 mm diametre | - | meter | 366.3 | - |
| 8 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | - | sqm | 91.75 | - |
| 9 | 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 50 mm thick with 20mm nominal size stone aggregate. | - | sqm | 562.15 | - |
| 10 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of
inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | - | sqm | 929.85 | - |
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