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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.1 LAccepted-AOC | ₹15.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.9 LRejected-AOC | ₹16.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹16.9 LRejected-AOC | ₹16.9 L | L3 | Rejected-AOC L3 |
| 4 | L4₹17.9 LRejected-AOC C O TUNI RAM BORAH WARD NO 15 JORHAT TOWN S N B ROAD JAIL ROAD P O P S DIST JORHAT PIN 785001 | JORHAT | ASSAM | 785001 | ₹17.9 L | L4 | Rejected-AOC L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Nozrul Islam L2 | Biswaranjan Borah L4 | Shazibul Hassan Mollah L1 | CITY CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification clause 301.5 i) Private land | 2,379.91 | Cum | 225.17 ₹5.4 L | 248 ₹5.9 L | 191.23 ₹4.6 L | 244.73 ₹5.8 L |
| 2.00 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m as per technical Specification clause 303.1. (i) Private Land | 158.44 | Cum | 300 ₹47,532 | 350 ₹55,454 | 300 ₹47,532 | 321.94 ₹51,008.17 |
| 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 | 45 | Cum | 2,500 ₹1.1 L | 2,600 ₹1.2 L | 2,200 ₹99,000 | 2,273.09 ₹1.0 L |
| 4.00 | 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 | 280.4 | Sqm | 1,200 ₹3.4 L | 1,220 ₹3.4 L | 1,000 ₹2.8 L | 1,100.46 ₹3.1 L |
| 5.00 | 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 1903 | 536.2 | Sqm | 80 ₹42,896 | 80 ₹42,896 | 70 ₹37,534 | 78.93 ₹42,322.27 |
| 6.00 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Cl. 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification Cl. 801. | 1 | Each | 7,311.22 ₹7,311.22 | 6,356.43 ₹6,356.43 | 6,505.21 ₹6,505.21 | 7,138.34 ₹7,138.34 |
| 7.00 | 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 | 126.88 | cum | 100 ₹12,687.80 | 120 ₹15,225.36 | 100 ₹12,687.80 | 121.02 ₹15,354.78 |
| 8.00 | 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] | 4.42 | cum | 5,600 ₹24,763.20 | 5,500 ₹24,321 | 5,800 ₹25,647.60 | 5,760.69 ₹25,473.77 |
| 9.00 | 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) | 9.92 | cum | 6,500 ₹64,506 | 7,100 ₹70,460.40 | 6,900 ₹68,475.60 | 6,703.61 ₹66,526.63 |
| 10.00 | 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) | 38.09 | cum | 7,800 ₹3.0 L | 7,500 ₹2.9 L | 7,000 ₹2.7 L | 7,090.02 ₹2.7 L |
Tender Value
₹18.8 L
EMD Value
₹37,700
Closing Date
18 Feb 2026, 2:00 pmClosed
Executive Engineer
O/O The Executive Engineer, PWRD South Salmara District T R Division, Mankachar
Reconstruction of road from Sotimari PMGSY Road IBB under Re-construction and Recovery Window (Assam Floods and Landslides 2022, PDNA) for the year 2025-26. Package No. SSDTRD_PDNA_3
2026_PWD_50619_3
SSRDM/TC-65/NIT/PDNA/2025-26/2
Open Tender
Civil Works – Roads
Mankachar
Please refer Tender documents.
4 documents required · 4 mandatory
₹400
₹37,700
Yes
26 May 2026
29 Jan 2026
19 Feb 2026
29 Jan 2026
18 Feb 2026
29 Jan 2026
Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.50 m, transporting to site, spreading grading to rquired slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead up to 1000m as per Technical specification clause 301.5 i) Private land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 with lead up to 1000m as per technical Specification clause 303.1. (i) 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 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
Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Cl. 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawings and Technical Specification Cl. 801.
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 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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