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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9 LAccepted-AOC | ₹9 L | L1 | Accepted-AOC Lowest (L1) responsive bidder |
| 2 | L1 (Tie)₹9 LRejected-Finance | ₹9 L | L1 (Tie) | Rejected-Finance Not selected after tie-breaking as per tender provisions |
| 3 | L2₹10 LRejected-Finance | ₹10 L | L2 | Rejected-Finance Higher financial quote than the L1 bidder |
| Sl No | Description | Qty | Unit | Shri Dhireswar Ray L2 | GOBINDA DAS L1 | M/S MAHMUD ALI CONSTRUCTION CO L1 |
|---|---|---|---|---|---|---|
| 1.00 | Maintenance of Earthen shoulder (filling with fresh selected soil)
1 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 | 450 | Sqm | 87.7 ₹39,465 | 78.93 ₹35,518.5 | 80 ₹36,000 |
| 2.00 | Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause.
(a) Private Land | 1,618.71 | Sqm | 271.92 ₹4,40,160.44 | 244.73 ₹3,96,147.63 | 250 ₹4,04,678.25 |
| 3.00 | 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. | 589.41 | Sqm | 355.57 ₹2,09,576.51 | 320.01 ₹1,88,617.09 | 320 ₹1,88,611.2 |
| 4.00 | 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
i) Low porosity | 589.41 | Each | 41.89 ₹24,690.38 | 37.7 ₹22,220.76 | 40 ₹23,576.4 |
| 5.00 | (ii) 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. | 787.5 | Cum | 14.04 ₹11,056.5 | 12.64 ₹9,954 | 10 ₹7,875 |
| 6.00 | 20mm thick Open-Graded Premix Carpet
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Cold Mix binder to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical
Specification Clause 508.
(ii) Using Cold mix Binder (Tailor made as per IRC:SP:100-2014) | 787.5 | Cum | 214.07 ₹1,68,580.13 | 192.66 ₹1,51,719.75 | 200 ₹1,57,500 |
| 7.00 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
A By Manual Means
Case - I : Type A
i) Bitumen (S-90) | 787.5 | Cum | 84.32 ₹66,402 | 75.89 ₹59,763.38 | 70 ₹55,125 |
| 8.00 | 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 | 40 | Cum | 596.19 ₹23,847.6 | 536.57 ₹21,462.8 | 500 ₹20,000 |
| 9.00 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle | 2 | Each | 4,142.03 ₹8,284.06 | 3,727.83 ₹7,455.66 | 400 ₹800 |
| 10.00 | Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular | 1 | Cum | 7,937.38 ₹7,937.38 | 7,140.43 ₹7,140.43 | 5,834.15 ₹5,834.15 |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
28 Jan 2026, 2:00 pmClosed
E.E. PWD B S P TRD
O/o the E.E. PWD B S P TRD
Recovery and Reconstruction of Roha Bagulamari Road (RCC Bridge No 3/1 Approaches Damage) under NDRF (PDNA -2022) for the year 2025-26, 21 No Bhawanipur Sorbhog LAC
2026_PWD_50168_26
BSPTRD/TECH/PDNA/168/2025-26
Open Tender
Civil Works – Roads
90 days
Barpeta Road
Please refer Tender documents.
5 documents required · 5 mandatory
₹200
₹20,000
Yes
2 Jul 2026
13 Jan 2026
2 Feb 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
13 Jan 2026 - 28 Jan 2026
Construction of embankment with material obtained from borrow pits, construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (a) Private Land
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 i) Low porosity
(ii) 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.
20mm thick Open-Graded Premix Carpet Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Cold Mix binder to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (ii) Using Cold mix Binder (Tailor made as per IRC:SP:100-2014)
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A By Manual Means Case - I : Type A i) Bitumen (S-90)
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
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle
Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular
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