Tender For Construction Of Reinforced Cement Concrete Covered Drain & Improvement Of Road Shoulder In annual maintenance contract Area (Sasci 2025-26) /S.H:-Construction Of Reinforced Cement Concrete Covered Drain & Improvement Of Road Shoulder From
Tender Value
1.28 Crore
Estimated cost
Bid Submission
28 Jul 2026
7 days left
EMD
2.56 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
tripura → Tripura
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Covered Drain & Improvement Of Road Shoulder In annual maintenance contract Area (Sasci 2025-26) /S.H:-Construction Of Reinforced Cement Concrete Covered Drain & Improvement Of Road Shoulder From Bijoy Kumar Chowmohni To Sankar Chowmohni (South Side) Under Amc, Ward No-18.
BOQ
| Sl. No. | Item Description |
| 1 | Survey Work: |
| 2 | Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge. |
| 3 | Clearing and grubbing road landClearing 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 MoRT&H Technical Specification clause 201. |
| 4 | (I)By Manual Means(A)In area of non-thorny jungle |
| 5 | Dismantling of structuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202. |
| 6 | (i) Dismantling Lime / cement Concrete(I) By Manual MeansB) Cement Concrete |
| 7 | C) Prestressed/Reinforced Cement Concrete grade M-20 & above |
| 8 | (ii)Dismantling brick/tile workB) In cement mortar |
| 9 | Dismantling of flexible pavementsDismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202.(I) By Manual Means |
| 10 | (A) Bituminous Courses |
| 11 | (B) Granular Courses |
| 12 | Dismantling of Brick solingDismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202. |
| 13 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MoRT&H Technical Specification clauses of section 300. i. Ordinary soil |
| 14 | A. By manual means ( upto 3 m depth ) |
| 15 | B. By mechanical means ( upto 3 m depth ) |
| 16 | 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 MoRT&H Technical Specification clauses of section 300 |
| 17 | Maintenance of bituminous surface roadRepair to pot holes and removal of loose material, trimming of sides , cleaning of surface , providing tack coat , 20 mm thick premix carpet and seal coat type B as per drawing and MoRD technical specification clauses 1904.2, 503 and 508.1. |
| 18 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. |
| 19 | Sand Filling |
| 20 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil |
| 21 | 80 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding 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: |
| 22 | (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 23 | Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) |
| 24 | i) PCC M 15 Grade ( upto 5 m height ) |
| 25 | VII.RCC M 30 Grade ( upto 5 m height )Case - I : Using Concrete Mixer |
| 26 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200. |
| 27 | Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing &MoRT&H technical specifications Clauses 1300. |
| 28 | iii)Brick masonry in 1:4 cement mortar |
| 29 | Plastering with cement mortar (1:4) 12 mm thick onbrickwork/ C.C. work including a finishing coat of neatcement punning with 2.75 kg of cement per sqm insubstructure as per MoRD technical specification Clauses 613.4 & 1204. |
| 30 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete inposition to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment). (Precast c.c. kerb stone shall be approved by Engineer-in-Charge). |
| 31 | Providing and fixing Precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning etc. all complete as per direction of Engineer-in-charge.In dark shade using ordinary cement |
| 32 | Providing weep holes 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 MoRT & H technical specification clauses 2706, 2200. |
| 33 | Charges for repairing of leakage in UPVC / HDPE pipe line with PVC coupler & solvent cement etc, including necessary earth excavation, 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. complete as per specification & direction of the Engineer-in-charge. |
| 34 | a) 90 mm OD |
| 35 | b) 110 mm OD |
| 36 | c)140 mm OD |
| 37 | d)160 mm OD |
| 38 | Providing structural steel work riveted, bolted or weldedin built up sections, trusses and framed work, includingcutting, hoisting, fixing in position and applying apriming coat of approved steel primer all complete asrequired. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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