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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-AOC KAYASTHAGRAM P S NILAMBAZAR KARIMGANJ | KARIMGANJ | ASSAM | 788152 | ₹26.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹26.9 LRejected-AOC | ₹26.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Sri Giriraj Bhattacharjee L1 | Shamim Ahmed L2 |
|---|---|---|---|---|---|
| 1.00 | 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land | 935 | Hect | 271.91 ₹2.5 L | 271.91 ₹2.5 L |
| 2.00 | 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. (i) Private Land | 714.9 | Cum | 357.71 ₹2.6 L | 357.71 ₹2.6 L |
| 3.00 | Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401 II) for grading II material | 32.77 | Cum | 3,685.19 ₹1.2 L | 3,685.19 ₹1.2 L |
| 4.00 | Providing, laying, spreading and compacting stone aggregates 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A. By Manual Means | 16.4 | Cum | 5,755.48 ₹94,389.87 | 5,755.48 ₹94,389.87 |
| 5.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints | 937.5 | Cum | 1,222.72 ₹11.5 L | 1,222.72 ₹11.5 L |
| 6.00 | Pile Guard Wall
Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.1 400 mm dia piles | 150 | Sqm | 2,776 ₹4.2 L | 2,776 ₹4.2 L |
| 7.00 | Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.41 | Each | 68,263.26 ₹96,543.36 | 68,263.26 ₹96,543.36 |
| 8.00 | Plain/reinforced cement concrete in substructure complete as per
drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 A With Crushed Stone
III RCC Grade M 20
i) For height upto 5 m | 9 | Each | 8,011.72 ₹72,105.48 | 8,011.72 ₹72,105.48 |
| 9.00 | Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.76 | MT | 68,263.26 ₹51,958.58 | 68,263.26 ₹51,958.58 |
| 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 i In 1:3 cement mortar | 20.25 | cum | 8,800 ₹1.8 L | 8,807.9 ₹1.8 L |
Updated dates
Tender Value
₹26.9 L
EMD Value
₹53,700
Closing Date
9 Jan 2026, 2:00 pmClosed
EE, PWRD, Sribhumi North and Sribhumi South TRD
O/o the EE, PWRD, Sribhumi North and Sribhumi South Territorial Road Division, Sribhumi
SNSTRD_PDNA_ET_25_26_10 Recovery and Reconstruction of NH-8 Kayasthgram to Durganagar Ashram under NDRF(PDNA-2022) for the year 2025-26
2025_PWD_49726_10
SNSTRD/T-2/ PDNA/ET/15/2025-26/01
Open Tender
Civil Works
90 days
Sribhumi
Please refer Tender documents.
4 documents required · 4 mandatory
₹540
₹53,700
Yes
O/o the EE, PWRD, Sribhumi North and Sribhumi Sout
17 Mar 2026
30 Dec 2025
9 Jan 2026
30 Dec 2025
9 Jan 2026
30 Dec 2025
30 Dec 2025 - 1 Jan 2026
2 Jan 2026
Amount
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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m 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 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. (i) Private Land
Granular Sub Base with Well graded Material (By Mix-in-place method) Construction of granular Sub Base by providing well graded material spreading in unifrom layers with motor grader on prepared surface , mixing by mix in place method with rotavator at OMC & compacting with smooth wheel roller to achive the desired densityas per technical specification clause 401 II) for grading II material
Providing, laying, spreading and compacting stone aggregates 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 aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A. By Manual Means
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
Pile Guard Wall Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : 20.1.1 400 mm dia piles
Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 A With Crushed Stone III RCC Grade M 20 i) For height upto 5 m
Supplying, fitting and placing MS Bar (Fe-500 D) reinforcement bar(From Primary Producer: TATA/ SAIL/ Esser Steel/ Jindal steel/ Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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 i In 1:3 cement mortar
Shamim Ahmed (BID ID -292316)
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