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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 LAccepted-AOC WARD NO 2 BARPETA ROAD P O P S BARPETA ROAD DIST BARPETA PIN 781315 ASSAM | BARPETA | ASSAM | 781315 | ₹15.8 L | L1 | Accepted-AOC Lowest (L1) responsive bidder. |
| 2 | L2₹16 L+₹19,998.98 (1.27%)Rejected-Finance KALBARI BHAWANIPUR BARPETA ASSAM | BARPETA | BARPETA | ASSAM | ₹16 L+₹19,998.98 (1.27%) | L2 | Rejected-Finance Higher financial quote than the L1 bidder. |
| 3 | L3₹16.2 L+₹39,998.98 (2.53%)Rejected-Finance | ₹16.2 L+₹39,998.98 (2.53%) | L3 | Rejected-Finance Higher financial quote than the L1 bidder. |
| 4 | L4₹16.7 L+₹89,998.98 (5.70%)Rejected-Finance PROTECH TULIP BARSAJAI BHETAPARA HOUSE NO 2D PARK BLOCK CITY TOWN GUWAHATI P O HATIGAON P S HATIGAON DISTRICT KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹16.7 L+₹89,998.98 (5.70%) | L4 | Rejected-Finance Higher financial quote than the L1 bidder. |
| 5 | L5₹16.8 L+₹99,998.97 (6.33%)Rejected-Finance | ₹16.8 L+₹99,998.97 (6.33%) | L5 | Rejected-Finance Higher financial quote than the L1 bidder. |
| Sl No | Description | Qty | Unit | Prasanta Bayan L2 | SKYWAY INFRASTRUCTURE L4 | JINTU DAS L1 | Nayanjyoti Talukdar L6 | Ranjit Chandra Saha L3 | M/S Barman Enterprise L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3 m depth | 155.48 | cum | 107.58 ₹16,726.54 | 112.28 ₹17,457.29 | 106.23 ₹16,516.64 | 140 ₹21,767.2 | 85 ₹13,215.8 Lowest | 112.95 ₹17,561.47 |
| 2.00 | providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 ( PCC Grade M-10 ) ( A ) with crushed stone , Nominal mix | 17 | cum | 5,085.68 ₹86,451.47 | 5,308.18 ₹90,233.75 | 5,022.11 ₹85,370.85 Lowest | 5,700 ₹96,894.3 | 5,500 ₹93,494.5 | 5,339.96 ₹90,773.98 |
| 3.00 | providing concrete for plain / reinforcement concrete in open foundation complete as perdrawing and technical specification
III PCC M20 | 217.39 | cum | 5,614.51 ₹12,20,538.33 | 5,860.15 ₹12,73,938.01 | 5,544.33 ₹12,05,281.9 | 6,304 ₹13,70,426.56 | 5,540 ₹12,04,340.6 Lowest | 5,895.24 ₹12,81,566.22 |
| 4.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification.
II RCC M25 | 19.46 | cum | 7,310.93 ₹1,42,299.94 | 7,630.78 ₹1,48,525.5 | 7,219.54 ₹1,40,521.13 Lowest | 7,499 ₹1,45,960.54 | 7,472 ₹1,45,435.01 | 7,676.47 ₹1,49,414.81 |
| 5.00 | Supplying , fitting and placing TMT ( Fe-500D ) Reinforcement bar ( From Primary producer TATA/SAIL/Esser Steel / Jindal steel / Shyam steel / RINL ) in superstructure complete as per drawing and technical specifications clauses 1002,1010 and 1202. | 1.43 | Tonne | 54,943.48 ₹78,569.18 | 57,347.36 ₹82,006.72 | 54,257.87 ₹77,588.75 Lowest | 72,000 ₹1,02,960 | 68,579.78 ₹98,069.09 | 57,691.29 ₹82,498.54 |
| 6.00 | Providing weep holes in brick masonary Plain/ Reinforced concrete abutment wing wall / return wall with 100mm dia AC Pipe ,extending through the full width of the structure with slope of 1V:20H towards drawing face, complete as per drawing and technical specification. | 44 | Each | 113.48 ₹4,993.12 | 118.44 ₹5,211.36 | 112.06 ₹4,930.64 Lowest | 120 ₹5,280 | 120 ₹5,280 | 119.15 ₹5,242.6 |
| 7.00 | (A) By mix in Place Method
Construction of granular sub-base by Providing well graded material, spreeding in uniform layers with by tractor with grading attachment 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 cl. 401 . | 31.5 | cum | 1,600.68 ₹50,421.42 | 1,670.71 ₹52,627.37 | 1,580.67 ₹49,791.11 Lowest | 1,800 ₹56,700 | 1,910 ₹60,165 | 1,680.71 ₹52,942.37 |
Tender Value
₹20 L
EMD Value
₹40,000
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 Bashbari Road to Manas Road via Gobardhana Development Block, Ghoshpara, DashBandhupara and Boro Medium High School Road under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_50168_8
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
₹400
₹40,000
Yes
17 Jul 2026
13 Jan 2026
2 Feb 2026
13 Jan 2026
28 Jan 2026
13 Jan 2026
13 Jan 2026 - 28 Jan 2026
Earth work in excavation of foundation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3 m depth
providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202 & 1203 ( PCC Grade M-10 ) ( A ) with crushed stone , Nominal mix
providing concrete for plain / reinforcement concrete in open foundation complete as perdrawing and technical specification III PCC M20
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification. II RCC M25
Supplying , fitting and placing TMT ( Fe-500D ) Reinforcement bar ( From Primary producer TATA/SAIL/Esser Steel / Jindal steel / Shyam steel / RINL ) in superstructure complete as per drawing and technical specifications clauses 1002,1010 and 1202.
Providing weep holes in brick masonary Plain/ Reinforced concrete abutment wing wall / return wall with 100mm dia AC Pipe ,extending through the full width of the structure with slope of 1V:20H towards drawing face, complete as per drawing and technical specification.
(A) By mix in Place Method Construction of granular sub-base by Providing well graded material, spreeding in uniform layers with by tractor with grading attachment 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 cl. 401 .
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