Tender For Improvement Of Road From Batabari Chariali To Bongshigaon Village Road Under Bongshigaon Vcdc From Ch.0Km To Ch.1.70 Km, (Length: 1.7Km) Under Sopd, Btc For The Year 2026-27 Of District Kokrajhar (9 Banargaon (St) Lac).
Tender Value
95.49 Lakhs
Estimated cost
Bid Submission
27 Aug 2026
4 days left
EMD
1.91 Lakhs
Bank guarantee accepted
Document Fee
2000
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 From Batabari Chariali To Bongshigaon Village Road Under Bongshigaon Vcdc From Ch.0Km To Ch.1.70 Km, (Length: 1.7Km) Under Sopd, Btc For The Year 2026-27 Of District Kokrajhar (9 Banargaon (St) Lac).
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 | 15.2: Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loose of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipement t OMC up to a lead of 1000 m as per technical specification Clause 1903. |
| 3 | 3.2: Scarifying Existing Bituminous road surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 4 | 15.5: Maintenance of WBM RoadMaintenance of WBM road including filling up og pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per Technical specification Clause 1906. |
| 5 | 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 |
| 6 | 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. |
| 7 | 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 |
| 8 | 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 |
| 9 | 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 |
| 10 | 5.1(iii): 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 1.2-1.5m kg/sqm using mechanical means as per Technical specification Clause 502. |
| 11 | 5.2(iii): Tack Coat- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical specification Clause 503. |
| 12 | 17.3: Bituminous Concrete: Providing and laying bituminous concrete wit 100-120 TPH batch type hot mix plant producing an average 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, alying 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.)II. With rock dust as filler (refer table 500-9 of MoSRT&H specification)A. With 60/70 or VG-30 grade bitumen(ii) for Grading II (13 mm nominal size) |
| 13 | 10.2.A.I: 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm 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 801.ii. 600mm equilateral traingle |
| 14 | iii. 600mm circular |
| 15 | 10.10: Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703.(ii) Ordinary Km stone (precast) |
| 16 | (iii) 200 m stone (precast) |
| 17 | 10.16: Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below graound level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mix enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 18 | 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. Qty.: (6 x 0.25 x 3.75 + 5 x 3.75 x 0.25) = 10.32 Sqm. |
| 19 | 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. |
| 20 | 16.60: 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 guard and maintaining the plants for three year. |
| 21 | Construction of Spead Breaker/Hump (5 Nos.):3.2 of SOR 2020-21: Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.Qty. 1x3.75mx3.75m = 14.0625 Sqm. |
| 22 | 5.2 ii) of SOR 2020-21: Tack Coat- Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per Technical specification Clause 503.Qty.: 1 x 3.75m x 3.75m = 37.50 Sqm. |
| 23 | 17.1 of SOR 2020-21: 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, level 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.) I. With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)A. With 60/70 or VG-30 grade bitumenii. For Grading II (19 mm nominal size) Qty. 3.75m x 3.75m x 0.03 = 0.4219 cum |
| 24 | 17.3/(A) (ii): Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producer an average 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, level 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.)With 60/70 or VG-30 grade bitumen For Grading II (13 mm nominal size)Qty.: 1 x 3.75 x ((2.00 x 0.10) + (2 x 1/2 x (0.85 x 0.10)) = 1.069 Cum. |
| 25 | 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. Qty.: (6 x 0.25 x 3.75 + 5 x 3.75 x 0.25) = 10.32 Sqm. |
| 26 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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