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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 LAdmitted-Fee/PreQual/Technical/Finance | -12.00% | ₹1.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 L+₹8,876 (7.95%)Admitted-Fee/PreQual/Technical/Finance | -5.00% | ₹1.2 L+₹8,876 (7.95%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.2 L+₹9,763.60 (8.75%)Admitted-Fee/PreQual/Technical/Finance | -4.30% | ₹1.2 L+₹9,763.60 (8.75%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.3 L+₹15,216 (13.6%)Admitted-Fee/PreQual/Technical/Finance | +0.00% | ₹1.3 L+₹15,216 (13.6%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.3 L
EMD Value
₹3,804
Closing Date
27 Aug 2026, 4:00 pmClosed
EX ENGINEER REW KULGAM
EX ENGINEER REW KULGAM
CONSTRUCTION OF TILE LANE NHO FROM MAIN ROAD TO HOUSE OF GH MOHIDIN MIR SO AB GAFFAR MIR AND OTHERS AT ORIEL KUND KULGAM 373
2026_RDPR_321003_2
e- NIT No. 69 OF REWK/PRI/2026-27 Dated 14-08-2026
Open Tender
Civil Works
Percentage
40 days
KULGAM
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
EX ENGINEER REW KULGAM
₹3,804
17 Sept 2026
14 Aug 2026
29 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 | Earthwork in surface excavation not exceeding 10 cm in depth and 10 sqm on plan with usual lead and lifts | 47.1 | sqm | - | - |
| 2 | Providing and laying dry stone soling hand packed | 14.1 | cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering shuttering, - All work upto plinth level in 1:3:6 cement concrete with 20 mm N/S of aggregates (Crushed) excluding all carriages upto site of work. | 5.89 | cum | - | - |
| 4 | P/Laying 50mm thick factorymade cement con. Interloking paver blocks made of M15 Grade made of block making machine with strong vibratory compaction of app. Size/design and requried colour over and including 50 mm bed of finr sand filling joints with course sand etc | 75 | sqm | - | - |
| 5 | P/laying cement con. Flooring using Mix 1:2:4 for sides/ shoulders of tiles 40 mm thick with 20 mm nominal size stone aggregate | 18.6 | sqm | - | - |
| 6 | carriage charges for sand aggregates/stone aggregates lead up to 25 kms from vessu vide item no 3 | 8.01 | cum | - | - |
| 7 | carriage of tiles for lead of 25 kms from vessu | 1 | job | - | - |
| 8 | photograph /signboard charges(2.5X2.5)size | 1 | job | 0.6 | ₹0.6 |
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