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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹87.3 LAccepted-AOC RAMNAGAR ROAD NO 3 AGARTALA WEST TRIPURA 799002 | AGARTALA | WEST TRIPURA | TRIPURA | 799002 | ₹87.3 L | 1 | Accepted-AOC Lowest bidder |
| 2 | 2₹1.2 CrRejected-AOC MOHARCHERRA TELIAMURA KHOWAI TRIPURA | ₹1.2 Cr | 2 | Rejected-AOC 2nd lowest bidder |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
30 Apr 2026, 3:00 pmClosed
The Executive Engineer, Teliamura Division
O/O the Executive Engineer, Teliamura Division
PR of PWD Black top road from (i) T.K road (near Trishabari) to Khamarbari road (L-1.60 km), (ii) A.A. Road to DM Colony road (L-1.30 km), (iii) GM Road to Gopi Vallab School road (L-1.50 km) and (iv) GM Road to approach road of Fulbashi School (L-0
2026_CEPWD_72083_1
154/SE-II/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
180 days
Teliamura
Please refer Tender documents.
10 documents required · 10 mandatory
₹4,000
₹2.0 L
30 Jun 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
30 Apr 2026
22 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 | 1 | cum | - | - | |
Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I Sand filling | - | 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 | - | 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 | - | 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 | - | - | |
Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement)
I. Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching
i) Nominal mix 1:3:6 | - | cum | - | - | |
Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 6000 m as per MoRD Technical Specification Clause 301.5. | - | cum | - | - | |
80 mm thick factory made c.c. interlocking paver block of M-35 Grade
Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:
(a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. | - | sqm | - | - | |
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate.
2) WBM Grading 3
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.
(A) By Manual Means | 1 | cum | - | - | |
Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm. | - | sqm | - | - |
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