Tender For Re-Construction Of Swmdwnpuri Village Main Road From Bou Bazar To Tengapara Via Hari Mahan Brahma & Satyajit Narzarys House (From Ch.0.00M To Ch.1750.00) Under Sopd (Btc) For The Year 2025-26.
Tender Value
2.71 Crore
Estimated cost
Bid Submission
14 Sep 2026
1 days left
EMD
5.43 Lakhs
Bank guarantee accepted
Document Fee
5500
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 Re-Construction Of Swmdwnpuri Village Main Road From Bou Bazar To Tengapara Via Hari Mahan Brahma & Satyajit Narzarys House (From Ch.0.00M To Ch.1750.00) Under Sopd (Btc) For The Year 2025-26.
BOQ
| Sl. No. | Item Description |
| 1 | Road Works:2.2: Clearing and grubbing road land including uprooting, wild vegetation, grass, bush, shurbs, sampling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and staking of serviceable material 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 MORTH specification 201.(i) By Manual Means(A) In area of non thorny jungle. |
| 2 | 3.5: Excavation in Ordinary Soil. (i) Excavation in Cutting in Soil by mannual means with lead upto 50 m. Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition. |
| 3 | 2.14: Dismantling of Flexible Pavements:: Dismaantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202.II. By Mechanical Means(A) Bituminous Course |
| 4 | 3.4: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100 m as per Technical Specification Clause 301.5.(i) Privte Land |
| 5 | 3.14: Construction of sub-grade earthen shoulders 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 compacting to meet required of table 300.2 with lead up to 1000m as per technical specification clause.(i) Private Land. |
| 6 | 4.1(A): Construction of granular sub-base by providing well graded material, 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 achieve the desired density, complete as per Technical specification Clause 401.(ii) For Grading II Material |
| 7 | 4.7(ii): 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 2 as per Technical specification Clause 405. (A) By Manual Means |
| 8 | 4.7(iii): 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 |
| 9 | 4.9: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 andf Technical Specification Clause 406. |
| 10 | 5.1: Prime Coat, ii) High porosity.Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 11 | 5.2: iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion ditributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical specification Clause 503. |
| 12 | 17.1, III, A, ii: Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl.no. 507. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directed by the deptt.) .III) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (ReferAppendix-5 of MoSRT&H specification).A) With 60/70 or VG-30 grade bitumen.ii) for Grading II (19 mm nominal size) |
| 13 | 17.2, I, A: Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing anaverage output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl.no.509. complete in all respect/. (including carriage of mixed materials up to 10.0 km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directed by the deptt.):III) With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982 (ReferAppendix-5 of MoSRT&H specification).A) With 60/70 or VG-30 grade bitumen.ii) for Grading I (19 mm nominal size) |
| 14 | 10.2.: A) Retro-reflectorised Traffic Signs2) Providing 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 fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm x 600 mm below ground level as per drawings and technical Specification Clause 1701.(ii) 60 cm equilateral traingle |
| 15 | 10.2.: A) Retro-reflectorised Traffic Signs2) Providing 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 fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm x 600 mm below ground level as per drawings and technical Specification Clause 1701.(iv) 80 cm x 60 cm rectangular |
| 16 | 16.38: 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 surface to be level, uniform and free from streaks and holes and cionforming to the MoSRT&H speicifications. |
| 17 | 16.43: Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the producers recommended by the manufacturers with three months replacement warranty and free maintenance. (@ 4.00m c/c interval) |
| 18 | 16.42: Tree reflector made of high intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail:(a) 100mm dia/ 100mm x 100mm size. |
| 19 | Brick Pucca Drain:2.5,I,b: Dismantling of existing structures like culverts, bridge retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.I) By manual means:: b) Cement concrete |
| 20 | 2.5,I,b: Dismantling of existing structures like culverts, bridge retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.I) By manual means:: b) Reinforced Cement concrete |
| 21 | Annexure: Height increase of Brick drain upto 400mm with first class brick masonary work in 1:4 with 230 mm thick side walls and plastering with cement mortar 1:4 complete as per drawing and technical specification. |
| 22 | Providing pre-cast RCC slab 100mm thick and 1.20 m over all span, over drain for footpath with concrete mix M-25, reinforced with TMT basr as per drawing and technical specification with nominal shuttering curing etc. including fixing in position as directed. |
| 23 | Annexure: cleaning pucca drain and transporting the drain clearing materials upto a lead of 2.0km including labours and vehicles as directed. |
| 24 | 17.71: painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm).A) For Plain surface. |
| 25 | Construction RCC Retaining Wall:11.1: Earthwork in excavation for structures 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, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil Upto 3 m depth |
| 26 | 11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelII) PCC Grade M15 Nominal mix 1:2.5:5 |
| 27 | 11.7: Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel? Jindal steel/ Shyam steel/ RINL) in foundation complete as per drawings and technical specifications Clause 100 and 1202. |
| 28 | 11.4: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203.B. With Natural GravelII. R.C.C. Grade M20 |
| 29 | 12.9: Providing weepholes in brick masonary/stone masonary, 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. |
| 30 | DSR 16.83: Taking out existing CC interlocking paver blocks from footpath/ centralverge, including removal of rubbish etc. disposal of unserviceable material to the dumpinground, for which pavement shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Enginee-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 daySep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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