Construction of Road From i) L - 512 Sonamura - Nidaya NEC Road to Master Para, Package No-TR - 08 - 04 P5 (Length-0.730 km), ii. L - 542 Bishalgarh Sabroom Road to Shemarkona (east Part), Package No-TR - 08 - 18 P5 (Length-1.140 km), iii) Bishalgarh Sabroom Road to Jatrapur PS IBB Road, Package No-TR - 08 - 28 P5 (Length-0.680 km), iv) Pradip Shil House Premananda House to Uttar Para, Package No-TR - 08 - 47 P5 (Length-0.645 km), v) L 528: Sonamura Nidaya Belonia Road to Santinagar South Kathalia, Package No-TR - 08 - 39 P5 (Length-1.125 km), vi) L-523: Thalibari Kalikhala Dhupcherra RD to Uttar Manai Pathar, vii) L-551: Bishalgarh Sabroom Road to Sukanta Para, Package No-TR - 08 - 22 P5 (Length-0.800 km), viii) L - 535 Bishalgarh Sabroom Road to Sonamura Nidaya to Notun Colony (L036), Package No-TR - 08 - 44 P5 (Length-0.720 km), ix) L-521: Sonamura Nidaya Road to Balerdhepa South Part, Package No-TR - 08 - 09 P5 (Length-0.625 km), x) L532: Nidaya Bhabanipur to Kachigang Para, Package No-TR - 08 - 15 P5 (Length-1.000 km), xi) L 558: Bashpukur Birampur Road to Nainder Para, Package No-TR - 08 - 58 P5 (Length-0.835 km), xii) L-524: Nidaya KK Nagar Road to K.K Nagar Dakshin Para, Package No-TR - 08 - 11 P5 (Length-0.790 km), xiii) L - 527 Nidaya Natun Colony to Kathalia Manai Pathar, Package No-TR - 08 - 14 P5 (Length-1.170 km), xiv) L - 506 Nidaya Bhabanipur Road To Bhabanipur Manuartilla Road, Package No-TR - 08 - 03 P5 (Length-1.445 km) & xv) L-518: Sovapur Drop - Gate Kirtania bari Road to Sovapur drop road, Package No-TR - 08 - 35 P5 (Length-1.250 km) under Kathalia block. (3rd call)

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

Key facts

Tender value: ₹20.0Cr
EMD: ₹39.9L
Published: 02 Nov 2026
Closing date: 13 Nov 2026
Status: open
Status as of: 03 Nov 2026 05:07 UTC
Department: Public Works Department (PMGSY), Tripura
Office: Office of the Empowered Officer, Tripura RRDA, 7th Block, 2nd Floor, Secretariat Building, Agartala

Description

Construction of 15 rural road works under PMGSY-IV in Kathalia block, Sepahijala district, Tripura, including performance-based maintenance for five years after construction. Estimated total cost is Rs. 19,96,84,129 including GST at 18%; completion period is 18 months.

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
Make in India (MII): No
MSE preference: No

Line items (224)

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: 0.448 Hectare
Girth above 300 mm to 600 mm — Qty: 5 Each
Girth above 600 mm to 900 mm — Qty: 3 Each
Cement Concrete — Qty: 0.6 cum
Reinforced Cement Concrete — Qty: 0.95 cum
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and upto a lead of 1000 m as per Technical Specification Clause 202. B) Cement Mortar — Qty: 8.5 Cum
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: 0.73 km
ii. By Mechanical Means — Qty: 135.9 cum
Required sizes for GSB ( 53 mm to 0.075 mm ) as per MoRD Technical Specification Clause 401. — Qty: 109.4 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: 311.063 Sq.m
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: 1314 Sq.m
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: 39.635 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: 59.453 Cum
A. For spreading beyond 100 m — Qty: 39.635 cum
B. For spreading within 100 m — Qty: 59.453 cum
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 Technical Specification Clause 301.5 — Qty: 1593.75 cum
With approved materials obtained from borrow pits — Qty: 489.24 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: 99.554 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: 177.682 cum

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