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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | +13.99% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | +17.50% | ₹1.4 Cr | L2 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
5 Aug 2026, 3:00 pmClosed
THE EXECUTIVE ENGINEER RD KANCHANPUR DIVISION
O/O THE EXECUTIVE ENGINEER RD KANCHANPUR DIVISION
FOOT BRIDGE
2026_CERDD_75036_1
eDT01SERDC8/EERDKCPDIV2026-27
Open Tender
Civil Works - Bridges
Percentage
270 days
UNDER R.D. KANCHANPUR SUB DIVISION
Please refer Tender documents.
9 documents required · 9 mandatory
₹4,000
₹2.3 L
24 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
29 Jul 2026 - 5 Aug 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 | Excavation in Soil with Dozer with lead upto 100 m.
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRD Technical Specification Clause 302.3. | 0.76 | CUM | 81.1 | ₹61.7 |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I Ordinary Soil
(i) Upto 3 m depth | 0.02 | CUM | 495.6 | ₹12 |
| 3 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I Sand filling | 0.81 | CUM | 1,168 | ₹944 |
| 4 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
I P.C.C grade M 10 (using jhama brick aggregate)
(i) Nominal mix 1:3:6 | 0.23 | CUM | 9,099.9 | ₹2,110.5 |
| 5 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)
VI. R.C.C grade M-25
i) upto 5 m height | 0.51 | CUM | 12,300 | ₹6,300 |
| 6 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. | 0.93 | TONNE | 91,483.2 | ₹85,363.23 |
| 7 | Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
I) Sandy material | 0.3 | CUM | 1,592.1 | ₹482.4 |
| 8 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing & MoRD technical specification Clause 1205.5.7. | - | NO | 1,524.4 | - |
| 9 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. | 0.39 | CUM | 4,582.6 | ₹1,769 |
| 10 | Providing & laying reinforced cement concrete in
superstructure as per drawings & MoRD technical
specifications Clauses 800, 900, 1205.4 & 1205.5
(including centering, shuttering, staging etc. but excluding reinforcement).
II R.C.C M 25
1 For height upto 5 m | 0.14 | CUM | 13,372.2 | ₹1,841.4 |
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tech_eval.pdf
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details.html
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Tendernotice_1.pdf
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01SEAPPROVEDDNIT.pdf
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BOQ_76390.xls
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DRAWING.pdf
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ePT09.pdf
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