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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC NOT SPECIFIED | ₹2.1 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹2.2 Cr+₹5.7 L (2.65%)Rejected-Finance | ₹2.2 Cr+₹5.7 L (2.65%) | L2 | Rejected-Finance L2 |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
25 Mar 2026, 3:00 pmClosed
Executive Engineer
O/o The EE, mohanpur Division, PWD(R and B)
Improvement of road from Khowai Chowmuhani-Bijoynagar road to Agartala-Simna road via Munda Tilla during the year 2025-26/SH Box cell, Retaining wall, GSB, WBM-II,WBM-III, Prime Coat, Tack Coat, Carpeting, Seal Coat, etc.(L-1.463 km)
2026_CEPWD_71574_1
106/CE/PWD(R n B)/ACE (P n DU)/2025-26
Open Tender
Civil Works - Roads
Percentage
150 days
Mohanpur
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,000
₹4.1 L
O/o The EE, mohanpur Division, PWD(R and B)
6 Aug 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
25 Mar 2026
19 Mar 2026
12 Mar 2026 - 16 Mar 2026
16 Mar 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 |
|---|---|---|---|---|---|
| 1SH: Earth Filling | |||||
| 1.01 | Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1. | - | cum | 233.8 | - |
| 1.02 | 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 | 245.4 | - |
| 2SH:Protection Work, Box Culvert | |||||
| 2.01 | 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 | 458.2 | - |
| 2.02 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
I Sand filling | - | cum | 1,253.13 | - |
| 2.03 | 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 | 9,293.15 | - |
| 2.04 | 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 | 12,434.75 | ₹12,422.32 |
| 2.05 | 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. | 1 | tonne | 91,836.42 | ₹91,744.58 |
| 2.06 | 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 | 13,502.87 | - |
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