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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC WARD NO 4 GOSSAIGAON TOWN P O P S GOSSAIGAON DIST KOKRAJHAR PIN 783360 | KOKRAJHAR | ASSAM | 783360 | ₹3.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.9 CrRejected-AOC VILL NARABARI P O P S DIST KOKRAJHAR PIN 783370 | KOKRAJHAR | ASSAM | 783370 | ₹3.9 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹4.0 CrRejected-AOC WARD NO 5 TENGAPARA P O P S DIST KOKRAJHAR PIN 783370 | KOKRAJHAR | ASSAM | 783370 | ₹4.0 Cr | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Jethmal Maloo L1 | TAPAN KUMAR BASUMATARY L2 | Gautam Brahma L3 |
|---|---|---|---|---|---|---|
| 1.00 | 15.2 Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
(existing width of shoulder in considered 1.00m) | 59,252.5 | Sqm | 83.28 ₹49.3 L | 85 ₹50.4 L | 92 ₹54.5 L |
| 2.00 | 15.5 Maintenance of WBM Road
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. | 40,123.85 | Sqm | 337.64 ₹1.4 Cr | 342 ₹1.4 Cr | 355 ₹1.4 Cr |
| 3.00 | 5.1 Prime Coat
i) Low 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
(Providing only on WBM surface) | 40,123.9 | Sqm | 39.78 ₹16.0 L | 42 ₹16.9 L | 49 ₹19.7 L |
| 4.00 | 5.2 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 bit bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 59,250 | Sqm | 13.33 ₹7.9 L | 13.33 ₹7.9 L | 16 ₹9.5 L |
| 5.00 | 17.2 Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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 bitumen
(ii) for Grading II (10 mm nominal size) | 1,481.25 | Cum | 10,443.52 ₹1.5 Cr | 10,443.52 ₹1.5 Cr | 10,443.52 ₹1.5 Cr |
| 6.00 | 16.38 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
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 conforming to the MoSrt&H specifications | 3,160 | Sqm | 566.13 ₹17.9 L | 566.13 ₹17.9 L | 566.13 ₹17.9 L |
| 7.00 | 10.10 Kilometre Stone
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 Kilometer Stone (Precast) | 16 | Each | 2,509.17 ₹40,146.72 | 2,509.17 ₹40,146.72 | 2,509.17 ₹40,146.72 |
| 8.00 | iii) 200 m stone (precast) | 63 | Each | 672.27 ₹42,353.01 | 672.27 ₹42,353.01 | 672.27 ₹42,353.01 |
| 9.00 | 10.2 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, 600 mm below ground level as per drawings and Technical Specification Clause 801
iv) 800mm x 600mm rectangular | 14 | Each | 7,537.1 ₹1.1 L | 7,537.1 ₹1.1 L | 7,537.1 ₹1.1 L |
| 10.00 | ii) 600mm equilateral triangle | 16 | Each | 3,932 ₹62,912 | 3,932 ₹62,912 | 3,932 ₹62,912 |
Tender Value
₹3.9 Cr
EMD Value
₹7.7 L
Closing Date
13 Jan 2026, 12:30 pmClosed
Sri J.M. Basumatary
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Repair and Maintenance of Road form Kachugaon to Raimona under 2025-26 BTC SOPD Go-Ahead under Kokrajhar District 29- Kokrajhar West LAC. TN_84_01
2025_BTC_49571_1
No. 06/ACE/BTC/KOK(R)/2025-26/03
Open Tender
Civil Works – Roads
90 days
Kokrajhar
Refer to Tender Documents
4 documents required · 4 mandatory
₹7,705
₹7.7 L
Yes
17 Feb 2026
23 Dec 2025
13 Jan 2026
23 Dec 2025
13 Jan 2026
23 Dec 2025
23 Dec 2025 - 13 Jan 2026
15.5 Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
5.1 Prime Coat i) Low 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (Providing only on WBM surface)
5.2 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 bit bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
17.2 Semi - Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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.508. 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 bitumen (ii) for Grading II (10 mm nominal size)
16.38 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 conforming to the MoSrt&H specifications
10.10 Kilometre Stone 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 Kilometer Stone (Precast)
iii) 200 m stone (precast)
10.2 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, 600 mm below ground level as per drawings and Technical Specification Clause 801 iv) 800mm x 600mm rectangular
ii) 600mm equilateral triangle
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
10.16 Providing and Fixing 'Logo' of PMGSY Project 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 and 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 ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic 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
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