Tender For (I) Improvement Of Road With Earth Filling And Sand Gravelling From Barphena Pather Main Road Sanatan House To Jaydev Nath Barphena Pather, Salbari, Baksa Under Sopd (Btc) For The Year 2025-26 (Ii) Improvement Of Road With Earth Filling An
Tender Value
1.18 Crore
Estimated cost
Bid Submission
15 Jul 2026
12 days left
EMD
2.36 Lakhs
Bank guarantee accepted
Document Fee
2400
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 (I) Improvement Of Road With Earth Filling And Sand Gravelling From Barphena Pather Main Road Sanatan House To Jaydev Nath Barphena Pather, Salbari, Baksa Under Sopd (Btc) For The Year 2025-26 (Ii) Improvement Of Road With Earth Filling And Sand Gravelling From Jayanta Pathak 90 Sunga Pwd Main Road Kumbhira Gate At Kumbhira, Salbari, Baksa Under Sopd (Btc) For The Year 2025-26 (Iii) Improvement Of Road With Earth Filling And Sand Gravelling From Lachit Me School Pwd Main Road To Bipul Das House At Mayangpara Under Sopd (Btc) For The Year 2025-26 (Iv) Improvement Of Road With Earth Filling And Sand Gravelling From Hitesh Das Tiniali To Main Road Mukhya Basumatary At Patla, Salbari, Baksa Under Sopd (Btc) For The Year 2025-26 (V) Improvement Of Road With Earth Filling And Sand Gravelling From Hudumkhata Bakultal Manasha Munin Das Basudev House At Kalmati Pather, Baksa Under Sopd (Btc) For The Year 2025-26
BOQ
| Sl. No. | Item Description |
| 1 | (i) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 2 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 3 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1.i)Private Land |
| 4 | Construction of granular sub-base by Providing well graded material, spreeding uniform layers with by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Cl.401G.S.B Gr.-II |
| 5 | (ii) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 I) By Manual MeansA) In area of non thorny jungle |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 7 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1.i)Private Land |
| 8 | Construction of granular sub-base by Providing well graded material, spreeding uniform layers with by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Cl.401G.S.B Gr.-II |
| 9 | (iii) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 A) In area of non thorny jungle |
| 10 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 11 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1.i)Private Land |
| 12 | Construction of granular sub-base by Providing well graded material, spreeding uniform layers with by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Cl.401G.S.B Gr.-II |
| 13 | (iv) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 A) In area of non thorny jungle |
| 14 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 15 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1.i)Private Land |
| 16 | Construction of granular sub-base by Providing well graded material, spreeding uniform layers with by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Cl.401G.S.B Gr.-II |
| 17 | (v) Clearing and grubbing road land including uprooting rank vegetation, grass, bushes,shrubs,saplings and trees of girth upto 300 mm dia, removal of stumps of trees cut earlier and disposal of serviceable materials to be used or auctioned, upto 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specifications clause 201 A) In area of non thorny jungle |
| 18 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000 m as per Technical Specification Clause 301.5i) Private land |
| 19 | 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 with lead upto 1000 m as per Technical Specification Clause 303.1.i)Private Land |
| 20 | Construction of granular sub-base by Providing well graded material, spreeding uniform layers with by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Cl.401G.S.B Gr.-II |
| 21 | CD Work: Construction of Slab Culvert 2.00m Span at Ch.300.00m & Ch.500.00m 2 Nos.Earthwork in excavation for structures as per drawing and technical specifications 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 backfilling in trenches with excavated suitable material.(i) Upto 3.0m depth |
| 22 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803,1202& 1203.A. With crushed stoneI. PCC Grade M10(1) Nominal Mix 1:3:6 |
| 23 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802,804,805,806,807,1202 and 1204 A. With Crushed StoneI. P.C.C grade M 15I. Nominal mix (1:2.5:5) |
| 24 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5A. With Crushed StoneI. RCC GRADE M20iii) For design mix RCC M20 |
| 25 | Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3A. With Crushed Stone |
| 26 | Providing weep holes in brick masonry/plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe through the full width of structure with slope 1V:20H towards drawing force complete as per drawing and technical specifications clause 614,709, 1204.3.7 |
| 27 | Drainage spouts complete as per drawing and technical specification Clauses 1209 |
| 28 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to fir condition complete as per drawing and technical specification Clause 1204.3.8 |
| 29 | Supplying, fitting and placing TMT bar reinforcement (Fe 500) in sub structure complete as per drawing and Technical Specification Clauses 1002, 1005, 1010 & 1202 |
| 30 | Construction of R.C.C. railing M 25 grade in cast-in-situ with 20 mm 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 2000 mm as per drawing and technical specifications Clauses 800,900 and 1208.3 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysJul 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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