Tender For Construction Of Road From Lakhi Bhushals House To Dihira M.V. School Via Abichandra Bhandarys House Under Sopd (Btc) For The Financial Year 2024-25.
Tender Value
1.02 Crore
Estimated cost
Bid Submission
26 Oct 2026
2 days left
EMD
2.04 Lakhs
Bank guarantee accepted
Document Fee
2100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Baksa → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Road From Lakhi Bhushals House To Dihira M.V. School Via Abichandra Bhandarys House Under Sopd (Btc) For The Financial Year 2024-25.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing road land including uprooting rank vegetation grass bushes shrubs sampling and trees girth up to 300mm removal stumps of trees cut earlier and disposal of unerviceable materials and staking of serviseable materials to be use or acutioned up to a lead of 1000m including removal and disposal of top orgenic soil not exceeding 150mm in thickness as per MORTH specification 201. i) By Manual Means(A) In area of non thorny jungle |
| 2 | Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5.(a) from private land |
| 3 | Construction of sub-grade and earthen shoulders with approved materials 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 with lead upto 1000 m. as per technical specification clause 303.1(a) from private land |
| 4 | Construction of granular sub-base by providing well graded meterials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieved the desired density. complete as per technical specification clause 401. (ii) for grading II material |
| 5 | Water Bound Macadam Sub-base/base (only for (PMGSY work) WBM Grading 3Using stone screening Type-A 13.2 mm for Gr 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 80-100kN 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 Technical Specification Clause 405 (A) By Manual means |
| 6 | Interlocking Concrete Block Pavement with Edge Restrain.Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504a) including Edge block/Edge restraints |
| 7 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished 8.00 m surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications |
| 8 | Direction and Place Identification signs upto 0.9 sqm size boardA Retro-reflectorised Traffic signs(i) Providing and erecting direction and place identification retro reflectorised sign as per IRC 67 made of encapsulated lens reflective sheeting vide Clause 1701.2.3 fixed over aluminium type sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x 6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450x 600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 1701 |
| 9 | Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixing over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801(ii) 60 cm equlateral triangle |
| 10 | Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering fixing the tree guatrd and maintaining the plants for three year. |
| 11 | CD Work: Const. of 600 mm dia HP Culvert, 3 Nos. Earth work in excavation of foundation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3 m depth |
| 12 | Bedding for PipeLaying concrete cradie bedding with M15 Grade Cement Concrete as per Clause 1105 (i) |
| 13 | PCC 1:3:6 in FoundationPlain reinforced concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing & Technical Specification Clause 1109. |
| 14 | Providing and Laying RCC NP3 in Single RowProviding and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, backfilling, coccrete and masonary works in head walls and parapets Clause 1106. (B) 1000 mm dia |
| 15 | Brick Masonary workBrick masonary work in cement morter in foundation of Head Wall excluding pointing and plastering as per drawing and technical specifications clause 1109.Brick masonry in 1:3 cement mortar |
| 16 | Brick Masonary workBrick masonary work in cement morter in substructure complete excluding pointing and plastering as per drawing and technical specifications clause 602, 603, 604, 1202 and 1204..In 1:3 cement mortar |
| 17 | PisteringPlastering with cement mortar (1:4) 15mm thick on brick work in substructure as per technical specification Rate. |
| 18 | CD Work: Const. 3.00M Span Slab Culvert, 1 No.Earthwork in excavation for structures as per draving and technical speciications Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backiling in trenches with excavated suitable material.1. Ordinary soilUpto 3 m depth |
| 19 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 120281203A. With crushed stone.I.P.C.C grade M10 Nominal mix 1:3:6 |
| 20 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A.With crushed storne.il. P.C.C Grade M20Nominal mix (1:2:4) |
| 21 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5A. With crushed stoneI.R.C.C grade M20(I) For nominal mix 1:2:4a) Height upto 5M |
| 22 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 23 | Filler JointIv} Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 24 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 25 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 26 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3A. With crushed stone |
| 27 | Protection WorkProviding and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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