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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹6.8 L+₹97,350.38 (16.7%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹7.1 L+₹1.3 L (21.7%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹7.1 L+₹1.3 L (22.3%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.7 L
EMD Value
₹19,460
Closing Date
22 Aug 2026, 4:00 pmClosed
Executive Engineer rnb division Awantipora
Executive Engineer rnb division Awantipora
PWDDC2627100083-(CONSTRUCTION OF CULVERT AT SANPACH MOHALLAH LETHPORA NEAR HOUSE OF FAYAZ AHMAD LONE)
2026_PWDJK_320170_2
85/EEA/RNB of 2026-27/4554-64 Dated 08-08-2026
Open Tender
Civil Works
Percentage
55 days
AWANTIPORA
AS PER NIT
5 documents required · 5 mandatory
₹600
JK Bank Account Bearing No 0470010200000099
₹19,460
3 Sept 2026
8 Aug 2026
24 Aug 2026
8 Aug 2026
22 Aug 2026
9 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 wk in excavation by mechanical means (hydraulic excavat) in trenches f foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and f 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, within a lead of 50 metres: All kinds of soil | - | Cum | - | - |
| 2 | Providing & Laying of stone soling (dully hand packed)including watering dressing and ramming with all carriages loading un-loading and stacking etc complete | 1 | Cum | - | - |
| 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 1 | Cum | 1 | ₹1 |
| 4 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 5 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 6 | 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) | 1 | Cum | - | - |
| 7 | Centring and shuttering including proping, strutting & removal of the same for foundation footings base of columns etc. | 1 | Sqm | - | - |
| 8 | 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. | 1 | Sqm | - | - |
| 9 | Centring and shuttering incld. Strutting, proping etc & removal of form work for suspended floors, roofs, landings, balconies & access platefm | - | Sqm | 1 | - |
| 10 | 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. | - | Kgs | 1 | - |
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