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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-AOC KALBARI BHAWANIPUR BARPETA ASSAM | BARPETA | BARPETA | ASSAM | ₹12.0 L | L1 | Accepted-AOC The financial bid was found acceptable and the bidder was determined as the L1 (Lowest) bidder. |
| 2 | L2₹13.5 L+₹1.5 L (12.5%)Rejected-Finance VILL CHASRA NO 1 BARPETA P O SATRAKANARA P S BHAGBAR DIST BARPETA ASSAM PIN 781308 | BARPETA | BARPETA | ASSAM | 781308 | ₹13.5 L+₹1.5 L (12.5%) | L2 | Rejected-Finance Financial bid higher than the L1 bidder. |
| Sl No | Description | Qty | Unit | Prasanta Bayan L1 | RAHIM BADSHA L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of l000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means
b) In area of non thorny jungle | 0.22 | Hect | 44,645.98 ₹9,822.12 Lowest | 50,219.06 ₹11,048.19 |
| 2.00 | Scarifying Existing Bituminous 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 | 1,650 | Sq.m | 6.19 ₹10,213.5 Lowest | 6.97 ₹11,500.5 |
| 3.00 | Construction of embankment with approved materail 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 table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 All kinds of Soil | 1,468.39 | Cum | 217.54 ₹3,19,433.56 Lowest | 244.73 ₹3,59,359.08 |
| 4.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Private Land | 98.9 | Cum | 286.17 ₹28,302.21 Lowest | 321.94 ₹31,839.87 |
| 5.00 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means- | 123.75 | Cum | 3,264.91 ₹4,04,032.61 Lowest | 3,673.03 ₹4,54,537.46 |
| 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 | 1,650 | Sq.m | 33.51 ₹55,291.5 Lowest | 37.7 ₹62,205 |
| 7.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous
surface cleaned with Hydraulic broom as per Technical Specification Clause 503 | 1,650 | Sq.m | 9.42 ₹15,543 Lowest | 10.6 ₹17,490 |
| 8.00 | 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 penetration grade
bitumen or emulsion to required line,grade and level to serve as wearing course on a previously prepared base, including mixing inasuitable plant, layingand rollingwitha threewheel 80-100 kN static roller capacity, finished torequired 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 Case - I: By Manual Means (i)Bitumen (S-90) | 1,650 | Sq.m | 149.27 ₹2,46,295.5 Lowest | 167.93 ₹2,77,084.5 |
| 9.00 | Single bamboo spur and palasiding of whole 2nd class bamboo( Jati or Bhaluka bamboo)65 mm to 75 mm dia and closely packed and drived including fitting fixing B) Driven 900 mm below ground and 1200 mm above | 100 | Rm | 755.14 ₹75,514 Lowest | 849.41 ₹84,941 |
| 10.00 | Suplying & laying sand filled gunny/ Plastic bag with coir string and sand approximately 0.02 cum per bag In position as directed by Dept. | 640 | Bag | 49.3 ₹31,552 Lowest | 55.46 ₹35,494.4 |
Tender Value
₹14.9 L
EMD Value
₹30,000
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 MPNA road to Galia Sukmanah road under NDRF (PDNA-2022) for the year 2025-26
2026_PWD_50168_20
BSPTRD/TECH/PDNA/168/2025-26
Open Tender
Civil Works – Roads
Item Rate
90 days
Barpeta Road
Please refer Tender documents.
5 documents required · 5 mandatory
₹300
₹30,000
Yes
10 Sept 2026
13 Jan 2026
2 Feb 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
13 Jan 2026 - 28 Jan 2026
Clearing and grubbing road land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of l000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) By Manual Means b) In area of non thorny jungle
Scarifying Existing Bituminous 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
Construction of embankment with approved materail 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 table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 All kinds of Soil
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means-
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 and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
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 penetration grade bitumen or emulsion to required line,grade and level to serve as wearing course on a previously prepared base, including mixing inasuitable plant, layingand rollingwitha threewheel 80-100 kN static roller capacity, finished torequired 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 Case - I: By Manual Means (i)Bitumen (S-90)
Single bamboo spur and palasiding of whole 2nd class bamboo( Jati or Bhaluka bamboo)65 mm to 75 mm dia and closely packed and drived including fitting fixing B) Driven 900 mm below ground and 1200 mm above
Suplying & laying sand filled gunny/ Plastic bag with coir string and sand approximately 0.02 cum per bag In position as directed by Dept.
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