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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance KAMALPUR DHALAI TRIPURA | +9.99% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 CrAdmitted-Finance NULL | +14.85% | ₹1.8 Cr | L2 | Admitted-Finance |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 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_75095_1
eDT26/CE/RDD/KCPDIV/2026-27
Open Tender
Civil Works - Bridges
Percentage
300 days
UNDER R.D. KANCHANPUR SUB DIVISION
Please refer Tender documents.
9 documents required · 9 mandatory
₹8,000
₹3.2 L
25 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 for Structures
B. With dewatering.
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 | 0.32 | CUM | 495.6 | ₹158.4 |
| 2 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I Sand filling | 0.26 | CUM | 1,168 | ₹304 |
| 3 | 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 | 0.33 | CUM | 9,099.9 | ₹3,043.8 |
| 4 | Pile load test on single vertical pile in accordance with IS : 2911 (Part - IV)
a. Initial and routine load test | - | TONNE | 900 | - |
| 5 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing & MoRT&H technical specifications Clauses 1200 & 1900 | 0.58 | TONNE | 1,21,347.8 | ₹70,864 |
| 6 | 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 | 1 | CUM | 12,300 | ₹12,300 |
| 7 | 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. | 0.51 | TONNE | 91,483.2 | ₹46,368.02 |
| 8 | Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
I) Sandy material | 0.64 | CUM | 1,592.1 | ₹1,024.2 |
| 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. | 0.28 | CUM | 4,582.6 | ₹1,262.6 |
| 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 | 0.16 | CUM | 13,372.2 | ₹2,179.8 |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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26CEAPPRVDDNIT.pdf
Tender Documents • 3.14 MB
DRAWING.pdf
Additional Documents • 2.22 MB
ePT11.pdf
Additional Documents • 0.36 MB
BOQ_76448.xls
BOQ • 0.34 MB
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