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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr Quoted ₹1.3 Cr | L1 | Accepted-AOC Accepted at 35.05 percent Below |
| 2 | L2₹1.4 CrRejected-Finance ANWALKHEDA MR | ₹1.4 Cr | L2 | Rejected-Finance Being Higher |
| 3 | L3₹1.5 CrRejected-Finance M 2 SHIV GANGA AWAAS VIKAS PREM NAGAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹1.5 Cr | L3 | Rejected-Finance Being Higher |
| 4 | L4₹1.6 CrRejected-Finance 29 NEAR AKASHPURAM COLONY JAGATPUR LALA BEGAM SIDDIQUE ENCLAVE BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹1.6 Cr | L4 | Rejected-Finance Being Higher |
Tender Value
₹2.2 Cr
EMD Value
₹13.2 L
Closing Date
7 Apr 2026, 12:00 pmClosed
SE Bareilly Circle PWD Bareilly
SE Bareilly Circle PWD Bareilly
New construction work of the road from the main road to the end and link streets via Fabbara in City Heart Colony located on Stadium Road. FY 2025-26
2026_CEBLY_1132529_1
2230/413C(E-Tender)-3/2025-26 Dated 14.03.2026
Open Tender
Civil Works - Roads
180 days
Bareilly
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹13.2 L
Yes
SE Bareilly Circle PWD Bareilly
15 May 2026
2 Apr 2026
7 Apr 2026
2 Apr 2026
7 Apr 2026
2 Apr 2026
4 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 |
|---|---|---|---|---|---|
| 1 | Construction of gravel/soil-aggregate 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 three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 | - | Cum | - | - |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 (with 22.4 - 53 mm size st. ballast) as per Technical Specification Clause 405. | - | Cum | - | - |
| 3 | Construction of Un reinforced dowel jointed at expension and construction joint only,plain cement concrete pavement thickness as per design over aprepared sub base with 43 grade cement M 30 grade coarse and fine agg conforming to IS 383 max size of coarse agg not exceeding 25 mm mixed in a concretemixer of not less then 0.2 cum capacity and appropriate way batcher using approved mix design , laid in approved fixed side foam work (steel channel), laying and fixing of 125 micron thick polythene , wages, steel plate including levelling foam work as per drawing , spreading concrete with showels , rakes, compacted using needle , plate vibrator and finished in continious operation including provision of contraction and expension , construction joints , primer sealent , dowel bars for 14 days curing compound and water finishing to lines and grade as per drawing and tech specification clause1501. | - | Cum | - | - |
| 4 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Clause 1504. | - | Sqm | - | - |
| 5 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specitication clause 302.3 | - | Cum | - | - |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC Grade M 15) | - | Cum | - | - |
| 7 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203 | - | Cum | - | - |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Grade M20) | - | Cum | - | - |
| 9 | Supply, Fitting and Placing HYSD bar reinforcement in foundation and substructure complete as per drawings and technical specifications Clause 1000 and 1200 | - | Qtl | - | - |
| 10 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification clauses 613 & 1204 | - | Sqm | - | - |
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