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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.3 LAccepted-Finance 401 DARA GANG PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹21.3 L | L1 | Accepted-Finance Financial Evaluation |
| 2 | L2₹21.3 L+₹639.33 (0.03%)Accepted-Finance | ₹21.3 L+₹639.33 (0.03%) | L2 | Accepted-Finance Financial Evaluation |
| 3 | L3₹21.3 L+₹852.45 (0.04%)Accepted-Finance | ₹21.3 L+₹852.45 (0.04%) | L3 | Accepted-Finance Financial Evaluation |
Tender Value
₹21.3 L
EMD Value
₹2.1 L
Closing Date
27 Jul 2026, 9:30 amClosed
EXECUTIVE OFFICER
NP LAMBHUA SULTANPUR
WARD NO 08 GANDHINAGAR ME HOSPITAL SE ANIL KE GHAR TAK CC ROAD EVM NALI NIRMAN KARYA.
2026_DOLBU_1167685_1
194/NPLSUL/2026-27 DATE 04-07-2026
Open Tender
Civil Works
Piece-work
NP LAMBHUA SULTANPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,515
Yes
EXECUTIVE OFFICER
₹2.1 L
Yes
31 Jul 2026
8 Jul 2026
28 Jul 2026
8 Jul 2026
27 Jul 2026
8 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 | E/W CUTTING & FILLING IN ORDINARY SOIL …….ETC COMPLETE. CARTAGE UPTO 5KM DISTANCE 1ST KM KACHHA | - | Cum | 229.1 | - |
| 3 | BRICK WORK ( 1.4)……..ETC COMPLETE | - | Cum | 6,267 | - |
| 4 | R.C.C. WORK (1:1.5:3) RATIO CEMENT COARSE SAND & 20MM GAUGE STONE GRITE I/C LABOUR MATERIALS T&P ………ETC COMPLETE. | - | Cum | 8,120 | - |
| 7 | SLAB | - | SQM | 370 | - |
| 8 | MILD STEEL IN PLAIN WORK | 1 | QTL | 7,868.21 | ₹7,860.34 |
| 9 | P/L GSB FOR G1 BY PROVIDING C GRADE MATERIALS SPREDING IN UNIFORM LAYERS WITH MORTAR T&P ……….ETC COMPLETE. | - | Cum | 3,291.8 | - |
| 10 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other tupe as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregate not ecceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side formwork (steel channel laying and fixing of 125 micron thick polythene film, wedges steel plates including lavelling the formwork as per drawing) apreading the concrete with shovels rakes, compacted using needle, screed and plate vibrators and finished in continuous opreation including provision of contraction and expansion construction joints applying debonding strips, prime sealant dowel bars near approaches to bridge/culvert and construction joints admistures as approved curing of concrete slabs for 14-day, curing compound (where secified ) and water finishing to lines and grade as per drawing and Technical specification clause 1501 | - | SQMT | 9,452.5 | - |
| 11 | P/F SIGN BOARD WITH ALL WORK ………ETC COMPLETE. | - | NOS | 6,000 | - |
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tech_eval.pdf
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BOQ_2189927.xls
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