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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAdmitted-Finance | ₹35.4 L | L1 | Admitted-Finance |
| 2 | L2₹36.8 LAdmitted-Finance | ₹36.8 L | L2 | Admitted-Finance |
| 3 | L3₹37.2 LAdmitted-Finance | ₹37.2 L | L3 | Admitted-Finance |
| 4 | L4₹37.6 LAdmitted-Finance | ₹37.6 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | APURBA BEZBARUAH L2 | Md. Sarif Ali L4 | Sri Rubul Bhatta L3 | Sri Ankur Das L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Const. of embankment with approved material obtained from borrowpits with a lift upto 1.5m transporting to site ,spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per tech. spf.cl.301.5 (i) Private land | 785.63 | Cum | 215 ₹1.7 L | 180 ₹1.4 L | 217.53 ₹1.7 L | 206.66 ₹1.6 L |
| 2.00 | Const. 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 compaction with smooth wheel roller to achieve the desired density, complete as per tech. specification clause 401. (ii) Grading II materials. | 234.38 | Cum | 1,986 ₹4.7 L | 2,315 ₹5.4 L | 2,011.23 ₹4.7 L | 1,910.67 ₹4.5 L |
| 3.00 | Providing ,laying, spreading and compacting stone aggregate 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 to fill-up the interstices of coarse aggr. watering and compacting to the required density Grading -3 as per tech .spf. cl.405 (A) By manual means | 140.62 | Cum | 3,384 ₹4.8 L | 3,800 ₹5.3 L | 3,427.52 ₹4.8 L | 3,256.14 ₹4.6 L |
| 4.00 | Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage) | 1,875 | Sqm | 966 ₹18.1 L | 875 ₹16.4 L | 978.18 ₹18.3 L | 929.27 ₹17.4 L |
| 5.00 | 1000 mm dia NP-3 Hume Pipe Culvert:
E/Work in excavation for structures as per drawing and technical specification, clause 305-1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m., dressing sides and bottom and backfilling in trenches with excavated suitable material.
1. Ordinary soil
(i) Upto 3.0 m. depth | 83.18 | Cum | 106 ₹8,817.08 | 100 ₹8,318 | 107.57 ₹8,947.67 | 102.2 ₹8,500.76 |
| 6.00 | Bedding for pipe: Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) | 7.34 | Cum | 4,903 ₹35,988.02 | 4,000 ₹29,360 | 4,968.99 ₹36,472.39 | 4,717.44 ₹34,626.02 |
| 7.00 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 | 3.36 | Cum | 5,023.07 ₹16,877.52 | 5,500 ₹18,480 | 5,083.05 ₹17,079.05 | 4,831.4 ₹16,233.49 |
| 8.00 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia | 15 | Rm | 6,479 ₹97,185 | 9,800 ₹1.5 L | 6,560.01 ₹98,400.15 | 6,233.03 ₹93,495.50 |
| 9.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 I. Brick masonry in 1:3 cement mortar. | 32.52 | Cum | 6,401 ₹2.1 L | 7,600 ₹2.5 L | 6,480.54 ₹2.1 L | 6,156.52 ₹2.0 L |
| 10.00 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. | 6.06 | Cum | 6,841 ₹41,456.46 | 7,600 ₹46,056 | 6,923.1 ₹41,953.99 | 6,582.13 ₹39,887.72 |
Tender Value
₹46.5 L
EMD Value
₹93,000
Closing Date
12 Feb 2026, 2:00 pmClosed
EE, PWRD, NDTRD, Nalbari
O/o the EE, PWRD, NDTRD, Nalbari
Recovery and Re-Construction of Kashimpur Batabari Road under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_50632_9
Tech/NDTRD/NIT/1028/4296 dated 28.01.2026
Open Tender
Civil Works – Roads
90 days
Nalbari
Please refer Tender documents.
5 documents required · 5 mandatory
₹930
₹93,000
Yes
15 Mar 2026
3 Feb 2026
13 Feb 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
3 Feb 2026 - 12 Feb 2026
Const. of embankment with approved material obtained from borrowpits with a lift upto 1.5m transporting to site ,spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000m as per tech. spf.cl.301.5 (i) Private land
Const. 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 compaction with smooth wheel roller to achieve the desired density, complete as per tech. specification clause 401. (ii) Grading II materials.
Providing ,laying, spreading and compacting stone aggregate 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 to fill-up the interstices of coarse aggr. watering and compacting to the required density Grading -3 as per tech .spf. cl.405 (A) By manual means
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage)
1000 mm dia NP-3 Hume Pipe Culvert: E/Work in excavation for structures as per drawing and technical specification, clause 305-1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m., dressing sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3.0 m. depth
Bedding for pipe: Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 I. Brick masonry in 1:3 cement mortar.
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204.
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification.
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 I Random rubble masonry in case of stone pitching laid with cement mortar (1:5)
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