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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.1 LAccepted-AOC | ₹21.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.4 LRejected-Finance ARRA BIHAR | NALANDA | BIHAR | 801301 | ₹21.4 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹22.0 LRejected-Finance VILL KHERA POST KHERA TEHSIL SADAR DISTRICT FIROZABAD UTTAR PRADESH 283203 | FIROZABAD | UTTAR PRADESH | 283203 | ₹22.0 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹24.8 LRejected-Finance | ₹24.8 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹28.6 LRejected-Finance | ₹28.6 L | L5 | Rejected-Finance Rejected |
Tender Value
₹29 L
EMD Value
₹2.9 L
Closing Date
26 Mar 2026, 12:00 pmClosed
Office of the E E CD PWD Deoria
Office of the E E CD PWD Deoria
Repair work on the major bridge and approach roads over the Khanua Nala, situated on the Ramnagar Koilaswa route
2026_CEGKP_1128476_2
667/5A Date 06.03.2026
Open Tender
Civil Works - Bridges
180 days
DEORIA
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹2.9 L
20 May 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 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 |
|---|---|---|---|---|---|
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately | - | Cum | 850 | - | |
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | - | Cum | - | - | |
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. | - | Cum | - | - | |
Replacement of Expansion Joints complete as per drawings | - | RM | 5,800 | - | |
Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. | - | RM | - | - | |
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. | - | Cum | - | - | |
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 | - | RM | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2104801.xls
BOQ • 0.23 MB
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