Construction of Road From i) L - 519 NH - 108 to Urang Basti, Package No-TR - 03 - 19 P5 (Length-3.320 km) under Damcherra block, ii. L - 525 Dharmanagar Khantlung road to Purba Subhasnagar Para, Package No-TR - 03 - 70 P5 (Length-2.645 km) under Dasda block

Tripura Rural Roads Development Agency (TRRDA) · North Tripura, Tripura · Civil Works & Infrastructure · open

Key facts

Tender value: ₹23.8Cr
EMD: ₹47.6L
Published: 02 Nov 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 03 Nov 2026 05:02 UTC
Department: Public Works Department (PMGSY), Tripura
Office: Empowered Officer, Tripura RRDA, 7th Block, 2nd Floor, Secretariat Building, Agartala

Description

Construction of eight PMGSY-IV road works in North Tripura, including performance-based maintenance for five years after construction. The package has an estimated total cost of Rs 23,78,02,376 including GST and an 18-month completion period.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Valid Digital Signature Certificate (DSC), Scanned copy of affidavit, Bid security payment, Cost of bid document payment

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Commercial terms

Bid type: Percentage rate
Evaluation: Percentage rate bids
Make in India (MII): No
MSE preference: No

Line items (228)

2 — Qty: 3 4
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 of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201. ii. By Mechanical Means A. In area of non-thorny jungle — Qty: 1.653 Hectare
Girth above 300 mm to 600 mm — Qty: 11 Each
Girth above 600 mm to 900 mm — Qty: 5 Each
Girth above 900 mm to 1800 mm — Qty: 1 Each
Above 600 mm to 900 mm dia Hume pipe — Qty: 5 m
Setting Out (As per drawing enclosed) with Reference benchmark 1 no. , working benchmark 4nos. per km and near all drainage structure and bridges and Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc. by Surveyor — Qty: 3.32 km
ii. By Mechanical Means — Qty: 619.892 cum
Required sizes for GSB ( 53 mm to 0.075 mm ) as per MoRD Technical Specification Clause 401. — Qty: 499.013 cum
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 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. — Qty: 420 Sqm
Compacting original ground supporting subgrade /sub-base Loosening of the ground upto a level of 300 mm below the subgrade / sub-base level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade constuction as per Technical Specification Clause 303.5.2 — Qty: 5976 Cum
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, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 — Qty: 29605.168 cum
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 Technical Specification Clause 302.3 — Qty: 44407.752 Cum
A. For spreading beyond 100 m — Qty: 1562.39 cum
B. For spreading within 100 m — Qty: 2343.585 cum
With approved materials obtained from roadway cutting — Qty: 2231.611 cum
Charge for Construction of granular sub-base by providing well graded material ( 53 mm to 0.075 mm Jhama Brick Aggregate , Grading-II ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method 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.( excluding the cost of jhama aggregate which are available at site only). for Grading-II Material By Mix in Place Method — Qty: 454.102 cum
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , 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 Technical Specification Clause 401. — Qty: 1189.851 cum
Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer ( Pug Mill ), carriage of mixed materials by tipper to site, laying in uniform layers in sub-base / base course on a well prepared sub-base and compacting with smooth wheel roller of three wheel 80-100 kN static roller to proper grade and camber, achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and as per Technical Specification Clause 406. — Qty: 1896.869 cum
Prime Coat 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- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. — Qty: 12645.794 Sq.m

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