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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Being the lowest bidder in re-tender |
| Sl No | Description | Qty | Unit | IRSHAD RASUL BARLASKAR L1 |
|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of tumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(i) By Manual Mean (a) In area of non thorny jungle | 0.77 | Hect | 52,995 ₹40,655.75 Lowest |
| 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 (i) Private Land | 13,350.93 | Cum | 258 ₹34,44,539.94 Lowest |
| 3.00 | 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 | 4,263.51 | Cum | 340 ₹14,49,593.4 Lowest |
| 4.00 | Construction 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 compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401. II) For Grading II Material | 688.49 | Cum | 2,332 ₹16,05,558.68 Lowest |
| 5.00 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means- | 413.09 | Cum | 4,055 ₹16,75,079.95 Lowest |
| 6.00 | Earthwork in excavation of foundation of structures as per drawings and technical specifications Clause 305.1, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materials.i) In Ordinary Soil (i) Upto to 3m depth. | 80 | Cum | 128 ₹10,240 Lowest |
| 7.00 | Providing Concrete for Plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clause 802,803,1202 & 1203.A. With Crushed Stone I. P.C.C. Grade M-10 (i) Nominal mix 1:3:6 | 5.5 | Cum | 5,608 ₹30,844 Lowest |
| 8.00 | Providing and laying Reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2, but excluding excavation, protection works,backfilling, concrete and masonry work in head wall and parapets Clause 1106. B. 1000 mm dia | 15 | Rm | 7,788 ₹1,16,820 Lowest |
| 9.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ((A) With crushed stone-II (II)P.C.C Grade M 20 (i)Nominal Mix 1:2:4 | 44.84 | Cum | 6,582 ₹2,95,136.88 Lowest |
| 10.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints | 5,507.93 | Sqm | 1,161 ₹63,94,706.73 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
2 Jun 2026, 3:00 pmClosed
The SE, PWD(Roads) Cachar Circle, Silchar.
O/o The SE, PWD(Roads) Cachar Circle, Silchar.
Construction of Road from Khelma part-V to Gumrah Sadirkhal Road(6KM) under Chief Ministers Special Package for Barak Valley, During 2013-14. (Balance Work), P/No. CAC_CMs_BV_48. (Balance Work)
2026_PWD_52358_1
T/CC/ETN/SIL/2025-26/137(T)
Open Tender
Civil Works – Roads
Item Rate
210 days
Cachar District.
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,350
₹3.3 L
Yes
O/o The SE, PWD(Roads) Cachar Circle, Silchar.
25 Jul 2026
16 May 2026
2 Jun 2026
16 May 2026
2 Jun 2026
16 May 2026
16 May 2026 - 25 May 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of tumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(i) By Manual Mean (a) In area of non thorny jungle | 0.81 | Hect | 52,995.08 | ₹42,819.97 |
| 2 | 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 (i) Private Land | - | Cum | 258.21 | - |
| 3 | 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 | - | Cum | 339.68 | - |
| 4 | Construction 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 compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401. II) For Grading II Material | - | Cum | 2,332.07 | - |
| 5 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means- | 1 | Cum | 4,054.79 | ₹4,050.74 |
| 6 | Earthwork in excavation of foundation of structures as per drawings and technical specifications Clause 305.1, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materials.i) In Ordinary Soil (i) Upto to 3m depth. | - | Cum | 127.69 | - |
| 7 | Providing Concrete for Plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clause 802,803,1202 & 1203.A. With Crushed Stone I. P.C.C. Grade M-10 (i) Nominal mix 1:3:6 | - | Cum | 5,607.63 | - |
| 8 | Providing and laying Reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2, but excluding excavation, protection works,backfilling, concrete and masonry work in head wall and parapets Clause 1106. B. 1000 mm dia | - | Rm | 7,787.85 | - |
| 9 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ((A) With crushed stone-II (II)P.C.C Grade M 20 (i)Nominal Mix 1:2:4 | - | Cum | 6,582.14 | - |
| 10 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints | - | Sqm | 1,161.08 | - |
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