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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.5 LAdmitted-Finance | -9.99% | ₹26.5 L | L1 | Admitted-Finance |
| 2 | L2₹27.3 L+₹82,111.09 (3.10%)Admitted-Finance | -7.20% | ₹27.3 L+₹82,111.09 (3.10%) | L2 | Admitted-Finance |
| 3 | L3₹27.9 L+₹1.4 L (5.42%)Admitted-Finance | -5.11% | ₹27.9 L+₹1.4 L (5.42%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical As Per SBD Clause 4.4A(b) |
Tender Value
₹29.4 L
EMD Value
₹59,000
Closing Date
23 Jul 2026, 3:00 pmClosed
E.E., Works Division, Mahua
E.E., Works Division, Mahua
BR-36R-240
2026_RWD_148707_1
BR-36R-240
Open Tender
Civil - Roads and Bridges
Percentage
365 days
Mahua
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹59,000
14 Aug 2026
17 Jul 2026
23 Jul 2026
17 Jul 2026
23 Jul 2026
17 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 | Setting out
(i) Construction of Reference & Working Benchmark = 4 Nos. & 13 Nos. Respectively | 0.93 | cum | 5,215.55 | ₹4,850.46 |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. | 0.21 | cum | 77,400 | ₹16,254 |
| 3 | Construction of Subgrade
Construction of Subgrade and Earthen Shoulders
Consturcion of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transproting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upt 1000m as per Technical Specification clause 303.1 | 222.75 | cum | 309.14 | ₹68,860.94 |
| 4 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 41.97 | sqm | 5,573.09 | ₹2,33,902.59 |
| 5 | primer coat
Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 240.75 | cum | 86.96 | ₹20,935.62 |
| 6 | Tack Coat
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 | 262.13 | cum | 29.67 | ₹7,777.4 |
| 7 | Mix Seal Surfacing
By Mechanical Means (Type-B)
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 | 262.13 | Each | 343.25 | ₹89,976.12 |
| 8 | Panel Concrete Pavement
Construction of un-reinforced, 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 IS:383, maximum size of coarse 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 including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 | 124.99 | Each | 8,821.71 | ₹11,02,625.53 |
| 9 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 . The finished surface to be level , uniform and free from streaks and holes. | 186 | sqm | 745.27 | ₹1,38,620.22 |
| 10 | Kilometre Stone
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
(ii) Ordinary Kilometer Stone (Pre-cast) | 2 | No | 3,134.52 | ₹6,269.04 |
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