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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.4 LAccepted-Finance | ₹24.4 L | 1 | Accepted-Finance Formal Bidder |
| 2 | 2₹25.9 LAccepted-Finance VILL NETAJINAGAR TELIAMURA DIST KHOWAI TRIPURA | TELIAMURA | KHOWAI | TRIPURA | ₹25.9 L | 2 | Accepted-Finance Formal Bidder |
Tender Value
₹24.1 L
EMD Value
₹48,271
Closing Date
28 Apr 2026, 3:00 pmClosed
The Executive Engineer, Teliamura Division
O/O the Executive Engineer, Teliamura Division
Development of road-(i) A.A. road to G.M. Road Via Cremation Ground.(L-1.10km)(ii) A.A. road (Loknath Ashram) to Digen Saha house, Netajinagar(L-0.20km)./SH Carpeting, R.C.C Cover Drain, CC Block Pitching Work etc.
2026_CEPWD_72049_1
07/EE/TLM/PWD(RandB)/2026-27
Open Tender
Civil Works - Roads
120 days
Teliamura
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,000
₹48,271
12 Jun 2026
20 Apr 2026
28 Apr 2026
20 Apr 2026
28 Apr 2026
20 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 | 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 | - | cum | - | - | |
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).
(I) R.C.C grade M 20
(i) For nominal mix 1:2:4 | - | cum | - | - | |
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. | - | tonnes | - | - | |
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 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 1000 m as per MoRD Technical Specification Clause 301.5 | - | cum | - | - | |
Tack coat using hot straight run bitumen of grade VG-30 on
bituminous surface
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 bituminous surface @ 0.50 Kg/ Sqm. | - | sqm | - | - | |
20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.
Case - I : By Manual Means
(I) Bitumen of VG-30 | - | sqm | - | - |
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