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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹60.9 LAdmitted-Finance | -38.92% | ₹60.9 L | L1 | Admitted-Finance |
| 2 | L2₹65.8 L+₹4.9 L (8.09%)Admitted-Finance | -33.98% | ₹65.8 L+₹4.9 L (8.09%) | L2 | Admitted-Finance |
| 3 | L3₹69.7 L+₹8.8 L (14.4%)Admitted-Finance | -30.12% | ₹69.7 L+₹8.8 L (14.4%) | L3 | Admitted-Finance |
| 4 | L4₹72.9 L+₹12.0 L (19.7%)Admitted-Finance | -26.89% | ₹72.9 L+₹12.0 L (19.7%) | L4 | Admitted-Finance |
| 5 | L5₹97.9 L+₹37.0 L (60.8%)Admitted-Finance | -1.77% | ₹97.9 L+₹37.0 L (60.8%) | L5 | Admitted-Finance |
Tender Value
₹99.7 L
EMD Value
₹2.0 L
Closing Date
27 Aug 2026, 6:00 pmClosed
xen
kalakote
upgradation of Mini TRC at tattapani and conversion of hall into cafeteria nallah slab repair/renovation and beautification at tatapani
2026_PWDJK_320982_1
eNIT No 49 of 2026/27 Dated 13/08/2026
Open Tender
Civil Works
Percentage
270 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
xen
₹2.0 L
11 Sept 2026
14 Aug 2026
28 Aug 2026
14 Aug 2026
27 Aug 2026
14 Aug 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 : | 105 | Cum | 256.85 | ₹26,969.25 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All works upto plinth level in 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed. | 26 | Cum | 5,733.6 | ₹1,49,073.6 |
| 3 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level. | 185 | cum | 9,821.85 | ₹18,17,042.25 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more | 20,000 | Kg | 123.2 | ₹24,64,000 |
| 5 | Demolishing brick work manually/by mechanical means including
stacking of serviceable material and disposal of unserviceable material
within 50 meters lead as per direction of Engineer-in-charge:
15.7.4 In cement mortar | 8 | Cum | 1,458.45 | ₹11,667.6 |
| 6 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) | 34 | Cum | 7,571.55 | ₹2,57,432.7 |
| 7 | Extra for brick work with common burnt clay bricks/cement concrete bricks in
superstructure above plinth level upto floor five level | 34 | Cum | 1,455.65 | ₹49,492.1 |
| 8 | 12mm cement plaster of mix 1 : 6 ( 1 cement : 6 fine sand) | 472 | Sqm | 266.2 | ₹1,25,646.4 |
| 9 | 15mm Cement plaster on the rough side of single or half brick wall of
mix: 1 : 6 ( 1 cement : 6 fine sand) | 174 | Sqm | 306.85 | ₹53,391.9 |
| 10 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) | 178 | Sqm | 241.25 | ₹42,942.5 |
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corrigendum49.pdf
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