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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.6 LAccepted-AOC | ₹48.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹48.6 LRejected-AOC | ₹48.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹54.1 LRejected-AOC | ₹54.1 L | L3 | Rejected-AOC L3 |
| 4 | L4₹60.7 LRejected-AOC | ₹60.7 L | L4 | Rejected-AOC L4 |
| 5 | Not Admitted-Fee/PreQual/Technical NALBARI SATRA NALBARI P O CHOWKBAZAR PS NALBARI DISTRICT NALBARI | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Nozrul Islam L1 | Shazibul Hassan Mollah L4 | M/S J D ENTERPRISE L3 | Bahadur Islam L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Maintenance of Earthen shoulder (filling with fresh selected soil) 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 up to a lead of 1000m as per technical specification Clause 1903 Maintenance of Earthen Shoulder ( Stripping of excess soil ) | 7,090 | Sqm | 70 ₹5.0 L | 87.7 ₹6.2 L | 78.05 ₹5.5 L | 70.16 ₹5.0 L |
| 2.00 | Construction of embankment with approved 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (ii) From Private Land | 1,965 | Cum | 200 ₹3.9 L | 271.92 ₹5.3 L | 242.01 ₹4.8 L | 217.54 ₹4.3 L |
| 3.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers 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 | 101.25 | cum | 2,000 ₹2.0 L | 2,247.91 ₹2.3 L | 2,000.64 ₹2.0 L | 1,798.33 ₹1.8 L |
| 4.00 | Providing, laying, spreading and compacting stone aggs. of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse agg., watering and compacting to the required density Grading - 2 as per Technical Specification Clause 405 (A) By mannual means | 50.62 | cum | 3,200 ₹1.6 L | 3,764.03 ₹1.9 L | 3,349.99 ₹1.7 L | 3,011.22 ₹1.5 L |
| 5.00 | Providing and laying Interlocking Concrete Block Pavement (ICBP) (M 30) having thickness 80mm as per technical specification clause 1504 complete including carriage a) Including edge restraints | 675 | Sqm | 1,000 ₹6.8 L | 1,222.73 ₹8.3 L | 1,088.23 ₹7.3 L | 978.18 ₹6.6 L |
| 6.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to elevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation,filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. | 3,600 | Bag | 300 ₹10.8 L | 340.34 ₹12.3 L | 302.9 ₹10.9 L | 272.27 ₹9.8 L |
| 7.00 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm | 900 | Sqm | 230 ₹2.1 L | 249.9 ₹2.2 L | 222.41 ₹2.0 L | 199.92 ₹1.8 L |
| 8.00 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 1.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm did firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm ,600mm below level as per approved drawing Clause 1701.
(iv) 80cmx 60cm Rectangular | 2 | No | 7,000 ₹14,000 | 8,044.04 ₹16,088.08 | 7,173.17 ₹14,346.34 | 6,435.23 ₹12,870.46 |
| 9.00 | Earthwork in excavation for structures as per drawing and technical specifications 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 of side (i) Ordinary soil upto 3 m depth | 347.06 | cum | 100 ₹34,706 | 134.47 ₹46,669.16 | 119.68 ₹41,536.14 | 107.58 ₹37,336.71 |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Nominal mix 1:3:6 [Hand Mixing] | 18.2 | cum | 5,000 ₹91,000 | 6,400.77 ₹1.2 L | 5,696.69 ₹1.0 L | 5,120.62 ₹93,195.28 |
Tender Value
₹60.7 L
EMD Value
₹1.2 L
Closing Date
18 Feb 2026, 2:00 pmClosed
Executive Engineer
O/O The Executive Engineer, PWRD South Salmara District T R Division, Mankachar
Permanent Restoration of flood damage of Monjuri to Nizchirakhowa Road under Reconstruction and Recovery Window (Assam Floods and Landslides 2022, PDNA) for the year 2025-26. Package No. SSDTRD_PDNA_2
2026_PWD_50619_2
SSRDM/TC-65/NIT/PDNA/2025-26/2
Open Tender
Civil Works – Roads
Mankachar
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,200
₹1.2 L
Yes
3 Jun 2026
29 Jan 2026
19 Feb 2026
29 Jan 2026
18 Feb 2026
29 Jan 2026
Construction of embankment with approved 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 Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (ii) From Private Land
Construction of granular sub-base by providing well graded material, spreading in uniform layers 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
Providing, laying, spreading and compacting stone aggs. of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse agg., watering and compacting to the required density Grading - 2 as per Technical Specification Clause 405 (A) By mannual means
Providing and laying Interlocking Concrete Block Pavement (ICBP) (M 30) having thickness 80mm as per technical specification clause 1504 complete including carriage a) Including edge restraints
Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to elevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation,filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed.
Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC: 1.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm did firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm ,600mm below level as per approved drawing Clause 1701. (iv) 80cmx 60cm Rectangular
Earthwork in excavation for structures as per drawing and technical specifications 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 of side (i) Ordinary soil upto 3 m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 [Hand Mixing]
Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203. PCC Grade M 20 (i) Nominial mix (1:2:4)
Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203 RCC Grade M 20 (ii) Nominial mix (1:2:4)
Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204 RCC Grade M 20 Nominial mix (1:2:4)
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical pecification Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specifications. (A) With crushed stone
Construction of RCC Railing of M-30 grade cast-in-situ with 20mm nominal size aggregates,true to the line and grade,tolerance of vertical railing post not to exceed 1 in 500 ,centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications.
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and echnical specifications Clause 1301
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