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Tender Value
₹47.9 Cr
EMD Value
₹95.8 L
Closing Date
21 Jul 2026, 3:00 pm
Executive Engineer NH Division Agartala Tripura W
O o the Executive Engineer NH Division Agartala Netaji Complex West Tripura
Strengthening and Improvement of road from Amarpur Santirbazar Road near Kurma to Chellagang Mukh NH-208 via Chellagang Bazar Length 17.90 km under Gomati District, Tripura, Under Special Assistance Scheme
2026_CEPWD_74176_1
11/CE/PWD(NH)/2026-27
Open Tender
Civil Works - Roads
730 days
Amarpur Kurma to Chellagang bazar
Please refer to the tender documents
9 documents required · 9 mandatory
₹20,000
₹95.8 L
O o the Executive Engineer NH Division Agartala
30 Jun 2026
30 Jun 2026
21 Jul 2026
30 Jun 2026
21 Jul 2026
30 Jun 2026
30 Jun 2026 - 10 Jul 2026
13 Jul 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 |
|---|---|---|---|---|---|
| 1Sub Head - I | |||||
| 1.01 | SITE CLEARANCE | - | - | - | - |
| 1.02 | 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 | ₹28,635.84 |
| 2Sub Head - II | |||||
| 2.01 | EARTH WORK | - | - | - | - |
| 2.02 | Excavation in Soil with Dozer with lead upto 100 metres.
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m ( average lead of 50 metres ), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRT&H Technical Specification clauses of section 300. | - | Cum | 131 | - |
| 2.03 | Construction of Embankment with Material Obtained from Borrow Pits
Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRT&H Technical Specification clauses of section 300. | - | cum | 226.1 | - |
| 2.04 | Compacting Original ground | - | - | - | - |
| 2.05 | (i) Compacting orginal 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. | - | cum | 26.7 | - |
| 2.06 | (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. | - | cum | 42.5 | - |
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