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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC | ₹21.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.7 LRejected-Finance | ₹21.7 L | L2 | Rejected-Finance Higher Rate Quoted |
Tender Value
₹21.7 L
EMD Value
₹44,000
Closing Date
2 Apr 2026, 12:00 pmClosed
EE RED Sitapur
Vikas Bhawan, Sitapur
Construction of CC for parking in O.N.C.C. school, Block- Laharpur
2026_REDUP_1130922_1
1733/RED/Tender/2025-26
Open Tender
Civil Works
90 days
Laharpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹944
₹44,000
12 Jun 2026
27 Mar 2026
2 Apr 2026
27 Mar 2026
2 Apr 2026
27 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | ||||||
| 2P/L in position in C.C specified grade excluding the cost of centering, shuttering ,finishing and reinforcement ( 1:6:12)with cement , coarse sand and 40mm gauge B/ ballast i/c all as per PWD(SCH)273 | ||||||
| 3 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203(Brick masonry in 1:4 cement mortar) | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5(with 4km cartage) | - | cum | 1 | - | BI01010001010000000000000515BI0100001113 |
| 5Construction of un-reinforced, expansion jointe 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 M 20 (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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | ||||||
| 6 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | - | sqm | 1 | - | BI01010001010000000000000515BI0100001113 |
| 7Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(R.C.C. grade M 25) | ||||||
| 8Supply and fixing of information sign board including letter writing and painting etc for compelition of work | ||||||
| 9 | Add 18% GST | - | No | 0.58 | - | BI01010001010000000000000515BI0100001129 |
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