Tender For Road Development Of Work From Ka Road To Buddhamandir (Length =3.194 Km)/ Sh:- Metalling, Carpeting, Road Side Drain, Protection Wall Etc. From Ch. 2.10 Km To 3.194 Km
Tender Value
61.10 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
5 days left
EMD
1.22 Lakhs
Bank guarantee accepted
Document Fee
4000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dhalai → Tripura
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Road Development Of Work From Ka Road To Buddhamandir (Length =3.194 Km)/ Sh:- Metalling, Carpeting, Road Side Drain, Protection Wall Etc. From Ch. 2.10 Km To 3.194 Km
BOQ
| Sl. No. | Item Description |
| 1 | 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. (I) By Manual Means(A) In area of non-thorny jungle |
| 2 | WBM Grading 3 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 3 as per MoRD Technical Specification Clause 405. (A)By Manual Means |
| 3 | Prime Coat (ii ) Medium 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 0.90- 1.20 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502. |
| 4 | Tack coat iii)Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate 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. |
| 5 | 25 mm thick Open-Graded Premix Carpet using Bituminous(Viscosity grade/ modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion 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 three wheel 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 MoRD Technical Specification Clause 508.Case - II By Mechanical Means (I)Bitumen of VG-30 |
| 6 | Seal CoatProviding 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.Case - IV : Type D (premix with fine sand)i) Bitumen VG-30 |
| 7 | Excavation for StructuresWithout 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.I. Ordinary Soili) Upto 3 m depth |
| 8 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200I. Sand filling |
| 9 | 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)I) P.C.C grade M 10 (Using jhama brick aggregate)i) Nominal mix 1:3:6 (Hand mixing) |
| 10 | Providing concrete for plain/reinforced concrete 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).v)R.C.C grade M25 |
| 11 | Supplying, fitting & placing TMT bar reinforcement (Fe415) in foundation complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202 |
| 12 | 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)vi) R.C.C grade M25 i)Upto 5 m height |
| 13 | Supplying, fitting & placing TMT bar reinforcement (Fe415) in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202 |
| 14 | Providing weepholes in brick masonry , plain/ reinforced concrete wall with 90 mm dia uPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cutting fixing etc complete as per drawing and direction of the Engineer in Charge and technical specification |
| 15 | Providing & laying filter media with jhama brick 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. |
| 16 | Brick masorny work in cement mortar substructure completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203 ii)Brick masonry in 1:4 cement mortar |
| 17 | Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.75 Kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204 |
| 18 | Road side Pucca DrainsConstruction 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 Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) D. U shaped drain (top clear width 600 mm, bottomclear width 600 mm and clear depth of 600 mm)i. In Ordinary Soil |
| 19 | Traffic Signs 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 brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawings and MoRD Technical Specification Clause 801.With 900 mm equilateral triangle aluminium sheeting |
| 20 | Direction and Place Identification signs upto 0.9 sqm size board (using jhama brick aggregate in CC / PCC) (B) Semi Reflective Traffic Signs Providing and erecting and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. sheet duly stove enameled paint in white colour in front and gray colour on back with red reflective border of 70 mm width and required message, letters and figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47 mm x 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm bellow ground level as per approved drawings and MoRD Technical Specification Clause 1701. |
| 21 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorised Glass Beads on Bituminous Surface Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. |
| 22 | Surface Drains in SoilConstruction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRDTechnical Specification Clause 307.(i) Surface Drains in Ordinary Soil A) Manual Means |
| 23 | Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8. I)Sandy material |
| 24 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.A) For UPVC pipes in new work.a) In all kinds of soil. |
| 25 | i)For pipes not exceeding 90 mm dia |
| 26 | ii)For pipes exceeding 90mm dia. but not exceeding 300mm dia. |
| 27 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge A. Class - 3 ( working pressure 6.0 kg / cm2) |
| 28 | i) 90 mm OD |
| 29 | ii) 110 mm OD |
| 30 | iii) 140 mm OD |
| 31 | Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). i. 15mm dia |
| 32 | Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 90 mm dia. |
| 33 | Providing, fixing and laying fabricated UPVC equal tee conforming to IS:10124 (Part 5) with solvent cement conforming to IS :b 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. |
| 34 | i) 90 x 90 mm dia. |
| 35 | ii) 110 x 110 mm dia. |
| 36 | iii) 140 x 140 mm dia. |
| 37 | Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 (Part 3) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. |
| 38 | i) 110 x 90 mm dia. |
| 39 | ii) 140 x 110 mm dia. |
| 40 | Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS:10124 (part 8/9/10/11/12/13) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engineer- In Charge. |
| 41 | i) 90 mm dia. |
| 42 | ii) 110 mm dia. |
| 43 | iii) 140 mm dia. |
| 44 | Making road crossing by horizontal boring for smooth laying of UPVC / Cl/ DI / GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. i. By mechanical means |
| 45 | Providing & fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) as per CPWD specification and direction of the Engineer - in - charge |
| 46 | i) 80 mm dia. PN-1.6 |
| 47 | ii) 100 mm dia. PN-1.6 |
| 48 | iii) 125 mm dia. PN-1.6 |
| 49 | Providing, fixing and laying flanged fabricated UPVC tailpiece conforming to IS : 10124 (Part 6) with G.I. flange (8 mm thick) with solvent cement conforming to IS – 14182 including testing of joints complete as per CPWD specification and direction of the Engineer-in-charge. |
| 50 | i) 90 mm dia. |
| 51 | ii) 110 mm dia. |
| 52 | iii) 140 mm dia. |
| 53 | Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge.a) 10 mm nominal bore |
| 54 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge.i) 15 mm dia |
| 55 | Providing & fixing UPVC Service Saddle as per CPWD Specification and direction of the Engineer-in-charge. |
| 56 | i. 140 mm dia with 15 mm dia opening |
| 57 | ii. 110 mm dia with 15 mm dia opening |
| 58 | iii. 90 mm dia with 15 mm dia opening Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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