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Tender Value
₹7.2 Cr
EMD Value
₹14.4 L
Closing Date
17 Jun 2026, 3:00 pm
Executive Engineer
Oo. the Executive Engineer, PWD (RnB) Division, Dharmanagar, North Tripura
refer DNIT
2026_CEPWD_73455_1
113/CE/PWD(RnB)/ACE (PnDU)/2025-26
Open Tender
Civil Works - Roads
270 days
Kadamtala
Please refer Tender documents.
7 documents required · 7 mandatory
₹10,000
₹14.4 L
4 Jun 2026
4 Jun 2026
17 Jun 2026
4 Jun 2026
17 Jun 2026
4 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1S.H: Site Clearance | ||||||
| 1.01 | Clearing Grass and Removal of Rubbish
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. | 1 | Hectare | 28,638.7 | ₹28,610.06 | BI01010001010000000000000515BI0100001113 |
| 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 | - | Cum | 653.4 | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | 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 | - | Sqm | 5.8 | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per MoRD technical specification Clause 1907. | - | Meter | 4.6 | - | BI01010001010000000000000515BI0100001116 |
| 2S.H: Earthwork | ||||||
| 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. | 1 | Cum | 86.7 | ₹86.61 | BI01010001010000000000000515BI0100001118 |
| 2.02 | Compacting Original Ground
(i) 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. | - | Cum | 42.5 | - | BI01010001010000000000000515BI0100001119 |
| 2.03 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300. | 0.8 | Cum | 58.1 | ₹46.42 | BI01010001010000000000000515BI0100001120 |
| 2.04 | Construction of Embankment with Material deposited from Roadway Cutting.
Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300.2 and as per MoRT&H Technical Specification clauses of section 300. | - | Cum | 142.5 | - | BI01010001010000000000000515BI0100001121 |
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