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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 CrAccepted-AOC WARD NO 21 RMS CHOWMUHANI AGARTALA MUNICIPAL CORPORATION WEST TRIPURA 799001 | AGARTALA | WEST TRIPURA | TRIPURA | 799001 | ₹9.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹11.1 Cr+₹1.7 Cr (17.5%)Rejected-AOC JALABASA PANISAGAR NORTH TRIPURA | NORTH TRIPURA | TRIPURA | 799250 | ₹11.1 Cr+₹1.7 Cr (17.5%) | L2 | Rejected-AOC L2 |
| 3 | L3₹11.7 Cr+₹2.2 Cr (23.1%)Rejected-AOC 58 C MANTRI BARI ROAD WARD NO 32 AGARTALA AMC AGARTALA WEST TRIPURA | ₹11.7 Cr+₹2.2 Cr (23.1%) | L3 | Rejected-AOC L3 |
Tender Value
₹10.8 Cr
EMD Value
₹21.6 L
Closing Date
25 Feb 2026, 3:00 pmClosed
Executive Engineer
Oo. the Executive Engineer, PWD (RnB) Division, Dharmanagar, North Tripura
BM, BC, Pot holes correction and stripping of earthen shoulder etc
2026_CEPWD_70320_1
56/CE/PWD(RandB)/ACE (PandDU)/2025-26
Open Tender
Civil Works - Roads
Percentage
360 days
Dharmanagar
Please refer Tender documents.
7 documents required · 7 mandatory
₹15,000
₹21.6 L
27 Aug 2026
11 Feb 2026
25 Feb 2026
11 Feb 2026
25 Feb 2026
11 Feb 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 |
|---|---|---|---|---|---|
| 1Site Clearance | |||||
| 1.01 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H Technical Specification Clause 201. | - | Hectare | 28,638.7 | - |
| 1.02 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
(i) Dismantling Lime / cement Concrete
(I) By Manual Means
B) Cement Concrete M-15 & M-20 | 35.1 | Cum | 653.4 | ₹22,934.34 |
| 1.03 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
(i) Dismantling Lime / cement Concrete.
(I) By Manual Means
C) Prestressed / Reinforced Cement Concrete grade M-20 & above | 28 | Cum | 1,824 | ₹51,072 |
| 1.04 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.
(ii) Dismantling brick / tile work
B) In cement mortar | 17 | Cum | 424.3 | ₹7,213.1 |
| 1.05 | Dismantling of Structures
(ix) Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works
B) Above 600 mm to 900 mm dia Hume pipe | 5 | Metre | 402 | ₹2,010 |
| 1.06 | Making 50 mm x 50 mm Furrows
Making 50 mm x 50 mm furrows, 25mm / 50mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead as per MoRT&H Technical Specification Clause 404.3.1.
( i ) 25 mm deep furrow cutting | 47,816.81 | sqm | 5.8 | ₹2,77,337.5 |
| 2Earthwork | |||||
| 2.01 | Compacting Original Ground
(i) Compacting original ground supporting subgrade
Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300. | 15,784.38 | Cum | 86.7 | ₹13,68,505.75 |
| 2.02 | Compacting Original Ground
(ii) Compacting original ground supporting embankment
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.2 for embankment construction as per MoRT&H Technical Specification clauses of section 300. | 5,020.33 | Cum | 42.5 | ₹2,13,364.03 |
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