Upgradation / Strengthening of road from Thangnai bazar to Charanmani Rupini Para (Length- 2.27km) (portion from 0.00 km to 1.27 km) / SH- Protection work, GSB, WBM-2, WBM-3, Pucca drain, Paver Block an re-carpeting work etc. during the year 2026-27.

Chief Engineer, PWD (R and B) · Teliamura, Tripura · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.5Cr
EMD: ₹2.9L
Published: 30 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 01 Nov 2026 14:53 UTC
Department: Public Works Department (Roads and Buildings), Government of Tripura
Office: Executive Engineer, Teliamura Division, PWD(R&B), Teliamura, Khowai, Tripura

Description

Upgradation and strengthening of a 1.27 km portion of the road from Thangnai bazar to Charanmani Rupini Para, including protection work, granular sub-base, WBM layers, pucca drain, paver blocks, and re-carpeting. Estimated cost is ₹1,45,61,763 and the completion period is 180 days.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

New to these terms? Read how tender eligibility criteria work.

Commercial terms

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

Line items (29)

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. By Manual Means — Qty: 0.508 Ha
Scarifying Existing Bituminous Surface to a Depth of 150mm by Mechanical Means Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per MoRT&H Technical Specification clauses of section 300. — Qty: 4215 sqm
Excavation in Cutting in soil by manual means with lead upto 50 m Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3. — Qty: 519.75 cum
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 MoRD Technical Specification Clause 301.5. — Qty: 1472.625 cum
Excavation for Structures Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. Ordinary Soil Upto 3 m depth — Qty: 138.531 cum
Filling in Foundation trenches as per drawing & MoRD technical specification clause 305.3.9,1200. Sand Filling — Qty: 17.875 cum
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) P.C.C grade M 10 ( Using Jhama Brick Aggregate ) Nominal mix 1 : 3 : 6 — Qty: 22.343 cum
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802,804,805,806,807,900,1202& 1204. (including centering, shuttering, staging etc. but excluding reinforcement) I) P.C.C grade M 15 (1:2.5:5 Nominal mix) — Qty: 183.218 cum
Supplying, fitting&placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure completeasper drawings&MoRDtechnical specification Clauses 1002, 1005, 1010 and 1202. — Qty: 3.66436 T
Providing weep holes in brickmasonry/ stone masonry, plain reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slopes of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614,709,1204.3.7 — Qty: 131.22 m
Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. — Qty: 50.4 cum
Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specificatiion ClaUSE 307, 1606. Excavated materials to be used in embankment at site. (including centering, shuttering, etc but excluding reinforcement). B. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) I. In ordinary Soil — Qty: 535 m
Excavation for Structures Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. Ordinary Soil Upto 3 m depth — Qty: 20 cum
Filling in Foundation trenches as per drawing & MoRD technical specification clause 305.3.9,1200. Sand Filling — Qty: 4 cum
Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) P.C.C grade M 10 ( Using Jhama Brick Aggregate ) Nominal mix 1 : 3 : 6 — Qty: 4 cum
Providing & laying reinforced cement concrete in super structure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centring, shuttering, staging etc. but excuding reinforcement ) R.C.C M 25 For height upto 5 m — Qty: 10.798 cum
Supplying, fitting & placing Thermo-Mechanically treated bar/Cold twisted deformed steel bar reinforcement in super structure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202 — Qty: 1.0798 t
80 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. — Qty: 300 sqm
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 grad ed 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 atOMC, applying and brooming sand to fill up theinterstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRDTechnical Specification Clause 401. (i) For Grading - I Material (jhama brick aggreate) — Qty: 68.803 cum
Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate WBM Grading - 2 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405. (A) By Manual Means — Qty: 326.749 cum

2 tender document(s) available — sign up to download.

Related tenders

UNDER FRAME (LS & LWS PP) — Civil Works & Infrastructure · Tamil Nadu
Operation of supply valves for the distribution pipe line for piped scheme Babaichya and Narwar with associated works, under jurisdiction of sub division rural, District Rural Division Ajmer (Excluding GST) — Civil Works & Infrastructure · Rajasthan · ₹3.3L
Construction of Mali Hut at Bimalnag Nursery under CAMPA CAT RATTLE for the year 2026 27 — Civil Works & Infrastructure · Jammu and Kashmir · ₹16.7L
CONSTRUCTION OF TOILET BLOCK IN SANOUR CITY — Civil Works & Infrastructure · Punjab · ₹9.1L
Construction of Segregation Shed and Community Compost Pit at K.N.Savulur H/O K.Naduhalli — Civil Works & Infrastructure · Tamil Nadu · ₹4.0L
Repair of street and drainage in w.no.2 — Civil Works & Infrastructure · Punjab · ₹25.0L
Repair and renovation of University Library Building at GADVASU, Ludhiana. — Civil Works & Infrastructure · Punjab · ₹9.5L
P/F Interlocking Tiles St. Baba Jora EO Gurudwara Street Ward No.07 — Civil Works & Infrastructure · Punjab · ₹3.4L