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Tender Value
₹21.6 Cr
EMD Value
₹43.2 L
Closing Date
15 Jul 2026, 3:00 pm
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer NH Division Agartala Tripura W
O o the Executive Engineer NH Division Agartala Netaji Complex West Tripura
Strengthening and improvement of Riding Quality of road from Panisagar to Pecharthal via Andharcherra Length 14.50 Km
2026_CEPWD_74065_1
09/CE/PWD(NH)/2026-27
Open Tender
Civil Works - Roads
450 days
Panisagar to Pecharthal
Please refer to the tender documents
9 documents required · 9 mandatory
₹20,000
₹43.2 L
O o the Executive Engineer NH Division Agartala
24 Jun 2026
24 Jun 2026
15 Jul 2026
24 Jun 2026
15 Jul 2026
24 Jun 2026
24 Jun 2026 - 7 Jul 2026
8 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 |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land
Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.
(ii) By Mechanical Means
(A) In area of non-thorny jungle | 1 | Hectare | 40,047.3 | ₹40,007.25 |
| 2 | 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.
( ii ) 50 mm deep furrow cutting | - | Sqm | 11.6 | - |
| 3 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
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 MoRD Technical Specification Clause 302.3. | - | cum | 44.1 | - |
| 4 | Construction of Embankment with Material Obtained 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 Tables 300.1 and 300.2 as per MoRD Technical Specification Clause 301.5. (A. For spreading beyond 100 m | 1 | cum | 81.1 | ₹81.02 |
| 5.01 | 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. (a) subgrade | - | cum | 233.8 | - |
| 5.02 | b) Earthen shoulder | 1 | cum | 233.8 | ₹233.57 |
| 6 | Compacting original ground supporting subgrade
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2. | - | cum | 30.4 | - |
| 7 | Granular Sub-base with Well Graded Material (Table 400.1) using Jhama Brick Aggregate
A) By Mix in Place Method
Construction of granular sub-base by providing well graded material (Jhama Brick Aggregate, Grading-I, as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (i) For Grading - I Material (jhama brick aggreate) | - | cum | 4,949.66 | - |
| 8 | Water Bound Macadam Sub-Base / Base
3) WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405. (A) By Manual Means | 1 | cum | 8,979.33 | ₹8,970.35 |
| 9 | Prime Coat
(i) Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. | - | Sqm | 73.74 | - |
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