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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.0 LAccepted-AOC VILL NO 2 BORALIMARI P O PUB BORALIMARI DIST NAGAON ASSAM | NAGAON | ASSAM | 782001 | ₹55.0 L | L1 | Accepted-AOC work is allotted to L1 bidder |
| 2 | L2₹55 L+₹500 (<0.01%)Rejected-Finance BAMUNIRVITA KATARIHARA LAKHIPUR GOALPARA 783132 | DHUBRI | ASSAM | 783132 | ₹55 L+₹500 (<0.01%) | L2 | Rejected-Finance work is allotted to L1 bidder |
| Sl No | Description | Qty | Unit | Md Nawshad Ali L1 | Shoriful Islam L2 |
|---|---|---|---|---|---|
| 1.00Road Works | |||||
| 2.00 | 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 is considered 1.00 m) | 6,600 | SQM | 83.28 ₹5,49,648 Lowest | 83.28 ₹5,49,648 Lowest |
| 3.00 | 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 | 78.72 | CUM | 2,840.82 ₹2,23,629.35 Lowest | 2,840.82 ₹2,23,629.35 Lowest |
| 4.00 | 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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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 | 39.36 | CUM | 4,561.42 ₹1,79,537.49 Lowest | 4,561.42 ₹1,79,537.49 Lowest |
| 5.00 | 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. | 3,124.56 | SQM | 337.64 ₹10,54,976.44 Lowest | 337.64 ₹10,54,976.44 Lowest |
| 6.00 | 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
(Provided only on WBM surface) | 3,124.56 | SQM | 39.78 ₹1,24,295 Lowest | 39.78 ₹1,24,295 Lowest |
| 7.00 | 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.
Statement-3 | 8,497.5 | SQM | 13.33 ₹1,13,271.68 Lowest | 13.33 ₹1,13,271.68 Lowest |
| 8.00 | 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.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification)
(I)'with 60/70 or VG-30 grade bitumen
for GradingII(10 mm nominal size) | 212.44 | CUM | 10,729.62 ₹22,79,400.47 Lowest | 10,729.62 ₹22,79,400.47 Lowest |
| 9.00 | Providing Hump type speed breaker
BM | 2.7 | CUM | 10,133.47 ₹27,360.37 Lowest | 10,133.47 ₹27,360.37 Lowest |
| 9.10 | SDBC | 0.9 | CUM | 10,729.62 ₹9,656.66 Lowest | 10,729.62 ₹9,656.66 Lowest |
Tender Value
₹55 L
EMD Value
₹1.1 L
Closing Date
7 Nov 2025, 2:00 pmClosed
SE PWD NHRC
SE PWD NHRC
Reconstruction of road from Magurmari to Solmari (Kachakhaity Bazar to NL Road) under SOPD-G for the year 2025-26 under Kaliabor and Samaguri Territorial Road Division
2025_PWD_48116_1
No.SE/NRC/TB/NIT/12/2021-22/91
Open Tender
Civil Works – Roads
Item Rate
180 days
Samaguri
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,100
Yes
₹1.1 L
Yes
17 Feb 2026
17 Oct 2025
7 Nov 2025
17 Oct 2025
7 Nov 2025
17 Oct 2025
Amount
Road Works
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
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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials 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
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.
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 (Provided only on WBM surface)
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. Statement-3
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.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
Providing Hump type speed breaker BM
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 (80% length of the Road is considered)
Painting of speed breaker
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
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. ii) 600mm Equilateral triangle
iii)600mm circular
vii)900mm side octagon
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 procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed. 30 cm dia. RCC guard post with reinforcement of 6nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
Shoriful Islam (BID ID -285746)
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