Tender For Improvement Of Road By Heavy Ef And Sg In 2 Nos Samodwisa Village To Northern Path Of Laokriguri Simlaguri Fv And Construction Of 2 Nos Of Box Culvert 14 Nos Chirang Duar Constituency Under Santipur Under Sopd-G During The Financial Year 2
Tender Value
4.17 Crore
Estimated cost
Bid Submission
01 Aug 2026
21 days left
EMD
8.34 Lakhs
Bank guarantee accepted
Document Fee
8347
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kokrajhar → Assam
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Road By Heavy Ef And Sg In 2 Nos Samodwisa Village To Northern Path Of Laokriguri Simlaguri Fv And Construction Of 2 Nos Of Box Culvert 14 Nos Chirang Duar Constituency Under Santipur Under Sopd-G During The Financial Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shurbs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned. up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (A) In area of non thorny jungle. |
| 2 | Construction of embankment with approved material obtained from borrow pits with all lift upto 1.5m, transporting to site, spreading , grading to required slope and compacting to meet requirement to Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5(i) Private Land |
| 3 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1. (i) Private Land. |
| 4 | Constr. Of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface,(Well Graded Material for Sub-Base-Grading) 53 mm to 9.5 mm |
| 5 | Construction of 1 No of R.C.C.Box Cell culvert (size: 4.00 m x 4.00 m) 2 cell : Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, excavation suitable material i. In ordinary Soil (Upto height 3.00m depth) |
| 6 | Sand filling in foundation trenches as per drawing and technical specifications. |
| 7 | Plain cement concrete 1:2:4 nominal mixes in foundation wit crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days |
| 8 | Plain/Reinforced cement concrete work in open foundation as per drawing and technical specifications. (V) RCC Grade M – 25 |
| 9 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications. A). RCC Grade M20(i) For solid slab super structure (a) Height up to 5 M. |
| 10 | Supplying, fitting and placing of TMT bar reinforcement in sub – structure as per drawing and technical specifications. |
| 11 | Supplying, fitting and placing of TMT bar reinforcement in super- structure as per drawing and technical specifications. |
| 12 | Providing and laying cement concrete wearing coat M30 grade including Reinforcement complete as per drawing and technical specification. |
| 13 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe through the full with of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification. |
| 14 | Back filling behind abutment, wing wall, and return wall as per drawing and technical specification. ii) Sandy material |
| 15 | Construction of RCC railing of M25 grade, in cast-in- situ with running 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications. |
| 16 | Providing and laying Curtain walls as per drawing and technical specifications stone masonry in cement mortar (M10). |
| 17 | Flexible Apron: Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25kg beyond curtain wall. |
| 18 | Construction of 1 No of R.C.C.Box Cell culvert (size: 3.00 m x 3.00 m) 2 cell : Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, excavation suitable material i. In ordinary Soil (Upto height 3.00m depth) |
| 19 | Sand filling in foundation trenches as per drawing and technical specifications. |
| 20 | Plain/Reinforced cement concrete work in open foundation as per drawing and technical specifications.(II) PCC Grade M15 |
| 21 | Plain/Reinforced cement concrete work in sub- structure complete as per drawing and technical specifications. V). RCC Grade M20 (i) Height up to 5m. |
| 22 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications. A). RCC Grade M20 (i) For solid slab super structure (a) Height up to 5 M. |
| 23 | Supplying, fitting and placing of TMT bar reinforcement in sub – structure as per drawing and technical specifications. |
| 24 | Supplying, fitting and placing of TMT bar reinforcement in super – structure as per drawing and technical specifications. |
| 25 | Providing and laying cement concrete wearing coat M30 grade including Reinforcement complete as per drawing and technical specification. |
| 26 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe through the full with of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification. |
| 27 | Back filling behind abutment, wing wall, and return wall as per drawing and technical specification. ii) Sandy material |
| 28 | Construction of RCC railing of M25 grade, in cast-in- situ with running 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications. |
| 29 | Providing and laying Curtain walls as per drawing and technical specifications stone masonry in cement mortar (M10). |
| 30 | Flexible Apron: Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less than 25kg beyond curtain wall. |
| 31 | Construction of 1 No of R.C.C.Box Cell culvert (size: 2.00 m x 2.00 m) 1 cell : (7 Nos) Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, excavation suitable material i. In ordinary Soil (Upto height 3.00m depth) |
| 32 | Sand filling in foundation trenches as per drawing and technical specifications. |
| 33 | Plain cement concrete 1:3:6 nominal mixes in foundation wit crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days |
| 34 | Plain/Reinforced cement concrete work in open foundation as per drawing and technical specifications. (V) RCC Grade M – 15 |
| 35 | Plain/Reinforced cement concrete work in open foundation as per drawing and technical specifications. (V) RCC Grade M – 20 |
| 36 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications. A). RCC Grade M20(i) For solid slab super structure (a) Height up to 5 M. |
| 37 | Supplying, fitting and placing of TMT bar reinforcement in sub – structure as per drawing and technical specifications. |
| 38 | Providing and laying cement concrete wearing coat M30 grade including Reinforcement complete as per drawing and technical specification. |
| 39 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe through the full with of structure with slope 1V:20H towards drawing force complete as per drawing and technical specification. |
| 40 | Back filling behind abutment, wing wall, and return wall as per drawing and technical specification. ii) Sandy material |
| 41 | Construction of RCC railing of M25 grade, in cast-in- situ with running 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications. |
| 42 | Providing and laying Curtain walls as per drawing and technical specifications stone masonry in cement mortar (M10). |
| 43 | Construction of HP Culvert( 5 Nos): Earth work in excavation of foundation of structure as per drawing and technical specification including setting out, construction of shoring & bracing, removal of stumps and other deleterious matter dressing of sides and bottom & back filling with approvable materials. Manual means (Without dewatering) Up to 3 M depth. |
| 44 | PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 crushed with stone aggregate 40mm nominal size mechanically mixed place in foundation and compacted by vibration including curing for 14 days. PCC Grade M15 |
| 45 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets clause 1106. (600mm dia) |
| 46 | Plastering with cement mortar (1:4) 15mm thick on the brick work in sub structure as per technical specification. |
| 47 | Brick masonry work in 1:3 in sub structure complete epecting pointing and plastering as drawing & technical specification. |
| 48 | Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of a lead up to 1000 m. |
| 49 | Proving Signboard Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 23 daysTender Documents
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