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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-AOC MARANADI KHOWAI | ₹1.1 Cr | 1 | Accepted-AOC Lowest bidder |
| 2 | 2₹1.1 Cr+₹11,560.67 (0.10%)Rejected-AOC | ₹1.1 Cr+₹11,560.67 (0.10%) | 2 | Rejected-AOC 2nd lowest bidder |
| 3 | 3₹1.2 Cr+₹6.9 L (6.05%)Rejected-AOC MAIGANGA TELIAMURA | TELIAMURA | KHOWAI | TRIPURA | ₹1.2 Cr+₹6.9 L (6.05%) | 3 | Rejected-AOC 3rd lowest bidder |
| 4 | 4₹1.2 Cr+₹10.6 L (9.36%)Rejected-AOC | ₹1.2 Cr+₹10.6 L (9.36%) | 4 | Rejected-AOC 4th lowest bidder |
| 5 | 5₹1.3 Cr+₹14.8 L (13.0%)Rejected-AOC RAMNAGAR ROAD NO 3 AGARTALA WEST TRIPURA 799002 | AGARTALA | WEST TRIPURA | TRIPURA | 799002 | ₹1.3 Cr+₹14.8 L (13.0%) | 5 | Rejected-AOC 5th lowest bidder |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
2 May 2026, 3:00 pmClosed
The Executive Engineer, Teliamura Division
O/O the Executive Engineer, Teliamura Division
Development of road from NH-08 near Chakmaghat CRPF camp to NH-08 near rice mill of Sri Parimal Das (L- 1.30 km)
2026_CEPWD_72147_1
02/SE-II/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
Percentage
180 days
Teliamura
Please refer Tender documents.
10 documents required · 10 mandatory
₹4,000
₹2.9 L
29 Jun 2026
23 Apr 2026
2 May 2026
23 Apr 2026
2 May 2026
23 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 |
|---|---|---|---|---|---|
| - | Excavation for Structures
A. Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & 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 | - | cum | - | - |
| - | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I Sand filling | 1 | cum | - | - |
| - | 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 | 1 | cum | - | - |
| - | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204.
II In 1:4 cement mortar | 1 | cum | - | - |
| - | Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204. | - | sqm | - | - |
| - | 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 | - | cum | - | - |
| - | Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202. | 1 | tonne | - | - |
| - | Providing & laying filter media with granular crushed 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. | 1 | cum | - | - |
| - | Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. | - | mtr | - | - |
| - | Manufacturing & supplying of machine made PVC wire crates chain link type made by S.W.G PVC wire bearing 12/10 SW. GI wire inside the PVC wire, size of cage 1500 mm. X 600 mm. X 450 mm. having square mesh of 80mm. X 80mm. including carrying to the work site as per direction of the Engineer-in charge (Weight of each cage shall not be less than 7.80 kg) | - | kg | - | - |
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