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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹2.4 Cr+₹60,678.70 (0.25%)Rejected-Finance S O BIJU YADAV VILL CHHAPRA POST KOTWAR P S BHARAULI DIST GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | ₹2.4 Cr+₹60,678.70 (0.25%) | L2 | Rejected-Finance ce letter no 687 dt 28-04-26 |
| 3 | L3₹2.4 Cr+₹1.2 L (0.50%)Rejected-Finance | ₹2.4 Cr+₹1.2 L (0.50%) | L3 | Rejected-Finance ce letter no 687 dt 28-04-26 |
| 4 | Rejected-Technical | - | - | Rejected-Technical CE RDSD LETTER NO 613 DT 15-04-2026 |
| 5 | Rejected-Technical | - | - | Rejected-Technical CE RDSD LETTER NO 613 DT 15-04-2026 |
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
26 Feb 2026, 5:00 pmClosed
EE, RWD, LATEHAR
EE, RWD, LATEHAR
Construction of Road From Kechki Hadpawa Yatri Shed to Pashchim Tola R.E.O. Road
2026_RWD_110376_1
RWD/LATEHAR/19/2025-26
Open Tender
Civil Works - Roads
Percentage
360 days
EE, RWD
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹4.9 L
Yes
3 Jun 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
18 Feb 2026 - 26 Feb 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 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 | 0.3 | Ha | 19,760.3 | ₹5,928.09 |
| - | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction. | 1,170 | M3 | 62.4 | ₹73,008 |
| - | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) | 1,170 | M3 | 52.6 | ₹61,542 |
| - | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 630 | M3 | 131.3 | ₹82,719 |
| - | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 1)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
With Grading-I Material | 1,170 | M3 | 2,096.54 | ₹24,52,951.8 |
| - | Construction of un-reinforced, dowel jointed at expansion 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 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 | 1,440 | M3 | 6,131.54 | ₹88,29,417.6 |
| - | Retaining Wall (1.50M Hight)
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 777 | M3 | 316.2 | ₹2,45,687.4 |
| - | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(P.C.C. Grade M-15) | 111 | M3 | 4,477.49 | ₹4,97,001.39 |
| - | Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble Masonry Work in Cement Mortar 1:3 in foundation | 532.8 | M3 | 4,656.17 | ₹24,80,807.38 |
| - | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Random Rubble Masonry Work in Cement Mortar 1:3 in S/S | 360.75 | M3 | 4,616.69 | ₹16,65,470.92 |
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