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

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

Key facts

Tender value: ₹1.0Cr
EMD: ₹2.0L
Published: 30 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 01 Nov 2026 14:54 UTC
Department: Public Works Department (Roads and Buildings), Government of Tripura
Office: Executive Engineer, Teliamura Division, PWD (R&B), Teliamura, Khowai, Tripura

Description

Road upgradation and strengthening works on the 1.00 km portion from 1.27 km to 2.27 km of the Thangnai Bazar to Charanmani Rupini Para road, including protection work, WBM layers, pucca drain, and re-carpeting. Estimated cost is Rs. 1,00,95,923 and the completion period is 180 days.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

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

Line items (22)

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: 0.4 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: 3750 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: 475.2 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: 497.25 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: 42.431 cum
Filling in Foundation trenches as per drawing & MoRD technical specification clause 305.3.9,1200. Sand Filling — Qty: 4.875 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: 6.094 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: 49.969 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: 0.99938 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: 61.77 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: 23.4 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: 490 m
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: 295.969 cum
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. — Qty: 288.281 cum
Prime Coat Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granularbase including cleaning of road surface andspraying primer at the rate of 0.70- 1.00 kg/sqmusing mechanical means as per MoRD Technical Specification Clause 502. — Qty: 3843.75 sqm
Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at therate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. — Qty: 3843.75 sqm
25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpe tof 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen oremulsion to required line, grade and level to serve aswearing course on a previously prepared base,including mixing in a suitable plant, laying and rolling with a threewheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRDTechnical Specification Clause 508. — Qty: 3843.75 sqm
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. A By Manual Means Case - IV : Type D (premix with fine sand) (I) Bitumen of VG-30 — Qty: 3843.75 sqm
Traffic Signs (using jhama brick aggregate in CC/ PCC) A. Retro-reflectorised Traffic Signs (1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brickaggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801. (i) with 900 mm equilateral triangle aluminium sheeting — Qty: 9 each
(iii) with 600 mm circular aluminium sheeting — Qty: 10 each

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