Tender For Development Of Ambassa Colony Road (L=2.65 Km)/ Sh:- Grouting, Wbm-Iii,Re-Carpeting, Reinforced Cement Concrete Retaining Wall, Pucca Drain Etc.
Tender Value
1.36 Crore
Estimated cost
Bid Submission
15 Oct 2026
4 days left
EMD
2.73 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
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Ambassa Colony Road (L=2.65 Km)/ Sh:- Grouting, Wbm-Iii,Re-Carpeting, Reinforced Cement Concrete Retaining Wall, Pucca Drain Etc.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girthupto300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of service able material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per MoRD Technical Specification clause 201.(I) By Manual Means(A) In area of non-thorny jungle |
| 2 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRD Technical Specification Clause 303.1. |
| 3 | Excavation for Structures (A) 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. I.Ordinary soil (i)Upto 3 m depth |
| 4 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. (i)Sand filling |
| 5 | 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 |
| 6 | Providing concrete for plain/reinforced concrete in open foundations complete including form work as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and1203. (Including centering, shuttering, staging etc. but excluding reinforcement).v) R.C.C grade M 25 |
| 7 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202. |
| 8 | 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)RCC grade M25 i) Upto 5m height |
| 9 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202. |
| 10 | Providing weepholes in brick masonry/ 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 slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. |
| 11 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wingwall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. |
| 12 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204. II.In 1:4 cement mortar |
| 13 | Plastering with cement mortar (1:4) 12 mm thick onbrickwork/ 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 |
| 14 | Patch repairing/Maintenance of bituminous surface road using Jhama brick aggregate & Viscosity Graded bitumen (VG-30) Repairing pot-holes and making up small depressions with ramming or power rolling after removal/disposal of disintegrated materials with in a lead of 50m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates; and filling up with jhama chips using bitumen of VG-30@54 kgperm3 of loose volume of jhama brick chips, after applying tack coat of [email protected]/ sqm and finishing the top of repaired surface levelled with adjoining area in proper grade and camber [email protected]/sqm of prepared road surface as per direction of the Engineer-in Charge and all as per MoRD technical specificationClauses1900, 502, 503 and 504 |
| 15 | 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 |
| 16 | Tack coat using hot straight run bitumen of grade VG-30 on W.B.M.Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm. |
| 17 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surfaceProviding and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm. |
| 18 | 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 |
| 19 | 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.Case IV: Type D (premix with fine sand)I Bitumen of VG-30 |
| 20 | 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, bottom clear width 600 mm and clear depth of 600 mm)I. In Ordinary Soil |
| 21 | Surface DrainsConstruction of unlined surface drains of average cross sectional area0.40sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift up to 3 m and lead of 50m (average lead25m) as per MoRD Technical Specification Clause 307. |
| 22 | 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. |
| 23 | i)For pipes not exceeding 90 mm dia |
| 24 | ii) For pipes exceeding 90mm dia. but not exceeding 300mm dia. |
| 25 | 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) |
| 26 | i) 90 mm OD |
| 27 | ii) 110 mm OD |
| 28 | iii) 140 mm OD |
| 29 | 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. |
| 30 | 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. |
| 31 | i) 90 x 90 mm dia. |
| 32 | ii) 110 x 110 mm dia. |
| 33 | iii) 140 x 140 mm dia. |
| 34 | 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. |
| 35 | i) 110 x 90 mm dia. |
| 36 | ii) 140 x 110 mm dia. |
| 37 | 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 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysOct 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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