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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-Finance | ₹4.9 L | L1 | Accepted-Finance A bid low |
| 2 | L2₹4.9 LRejected-Finance | ₹4.9 L | L2 | Rejected-Finance A bid Higher |
| 3 | L3₹4.9 LRejected-Finance | ₹4.9 L | L3 | Rejected-Finance A bid Higher |
Tender Value
Refer Docs
EMD Value
₹48,679
Closing Date
6 May 2026, 2:00 pmClosed
EO MAWANA
NPP MAWANA
Ward -15 Mohalla Heralal mai pankaj ki dukan se tulsiram rastogi ki dukan tak c.c road or nail nirman ka karye
2026_DOLBU_1139471_1
79/NPPMAWANA/E-TENDER/2025-26
Open Tender
Civil Works
60 days
NPP Mawana
Please refer Tender documents.
2 documents required · 2 mandatory
₹575
Yes
₹48,679
Yes
15 May 2026
20 Apr 2026
6 May 2026
20 Apr 2026
6 May 2026
20 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismentling of old c.c interlocking tiles | - | Cum | - | - | BI01010001010000000000000515BI0100001108 |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 10 km as per Technical Clause Specification 301.5(Earth work with 10.000 km Lead) as per analysis | - | Cum | - | - | BI01010001010000000000000515BI0100001178 |
| 3 | Cement Concrete with 40 mm gauge Brick Ballast, f.s. and cement in proportion 10:5:1, DSR 4.2.8.A (DSR Factor 6912.45x0.757x108/107 = 5281.62 | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Brick masonry work in 1:4 cement mortar in substructure complete excepting pointing and plastering, as per drawing and hnical specification Clauses 3,603, 604, 1202 & 1204 as per analysis cun | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 as per analysis | - | sqm | - | - | BI01010001010000000000000515BI0100006119 |
| 6 | C.C. 1:2:4 in cement coarse sand and grit 2 cm. gauge in cc road DSR 4.1.3 (DSR Factor 7878.50x0.757x108/107 = 6019.76) | - | Cum | - | - | BI01010001010000000000000515BI01000061556 |
| 7 | Construction of granular sub- base by providing well graded material, spreading in uniform layers with motor grader on prepared surface., mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, as per MORD specification 401 as per analysis | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 8 | Construction of un-reinforced, and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to 15:383, maximum size of course aggregate not exceeding 25 mm, 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 levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation includling provision of contraction and expansion, construction joints | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 9 | M.S crossing complete item | - | cum | - | - | BI01010001010000000000000515BI01000011163 |
| 10 | S/F of sign Board Complete item | - | nos | - | - | BI01010001010000000000000515BI0100001158 |
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BOQ_2127484.xls
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