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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.8 LAccepted-AOC | ₹97.8 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.0 Cr+₹3.9 L (3.99%)Rejected-AOC | ₹1.0 Cr+₹3.9 L (3.99%) | L2 | Rejected-AOC Not awarded |
| 3 | L3₹1.0 Cr+₹6.3 L (6.40%)Rejected-AOC H NO 10 JYOTI NAGAR P O BAMUNIMAIDAM P S CHANDMARI KAMRUP M PIN 781021 | GUWAHATI | KAMRUP M | ASSAM | 781021 | ₹1.0 Cr+₹6.3 L (6.40%) | L3 | Rejected-AOC Not awarded |
| 4 | L4₹1.1 Cr+₹9.9 L (10.1%)Rejected-AOC | ₹1.1 Cr+₹9.9 L (10.1%) | L4 | Rejected-AOC Not awarded |
| 5 | L5₹1.1 Cr+₹11.3 L (11.6%)Rejected-AOC | ₹1.1 Cr+₹11.3 L (11.6%) | L5 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | Ajit Bhattacheryaa L3 | Jogen Kalita L1 | Saurav Jyoti Goswami L7 | Monoj Talukdar L5 | Tapan Kalita L2 | Utpaljyoti Bujar Baruah L4 | M/s DBP ASSOCIATES L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of cement concrete pavements by mechanical means using
pneumatictoolsbreakingtopiecesnotexceeding0.02cuminvolumeandstock
pilingatdesignatedlocationsanddisposalofdismantledmaterialsuptoalead of 1000 m, stacking serviceable and unserviceable materials separately | 135 | cum | 1,013.85 ₹1,36,869.75 | 800 ₹1,08,000 | 1,100 ₹1,48,500 | 600 ₹81,000 Lowest | 800 ₹1,08,000 | 950 ₹1,28,250 | 1,000.01 ₹1,35,001.35 |
| 2.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per technical Specification Clause 302.3.11 | 270 | cum | 217.18 ₹58,638.6 | 180 ₹48,600 | 250 ₹67,500 | 200 ₹54,000 | 160 ₹43,200 Lowest | 190 ₹51,300 | 200 ₹54,000 |
| 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 | 450 | cum | 580.64 ₹2,61,288 | 450 ₹2,02,500 Lowest | 600 ₹2,70,000 | 500 ₹2,25,000 | 500 ₹2,25,000 | 500 ₹2,25,000 | 490 ₹2,20,500 |
| 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 Technical Specification Clause 401. | 300 | cum | 2,718.46 ₹8,15,538 | 2,200 ₹6,60,000 Lowest | 3,000 ₹9,00,000 | 2,800 ₹8,40,000 | 2,500 ₹7,50,000 | 2,809.5 ₹8,42,850 | 2,700 ₹8,10,000 |
| 5.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,handpacking, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 112.5 | cum | 3,686.02 ₹4,14,677.25 | 3,400 ₹3,82,500 | 3,900 ₹4,38,750 | 3,800 ₹4,27,500 | 3,200 ₹3,60,000 Lowest | 3,750 ₹4,21,875 | 3,700 ₹4,16,250 |
| 6.00 | Providing and laying interlocking concrete block pavement with M40 grade
of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage | 1,500 | sqm | 808.11 ₹12,12,165 | 950 ₹14,25,000 | 1,050 ₹15,75,000 | 860 ₹12,90,000 | 950 ₹14,25,000 | 950 ₹14,25,000 | 790 ₹11,85,000 Lowest |
| 7.00 | Providing and laying of hot applied thermoplastic compound thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. | 90 | sqm | 485.97 ₹43,737.3 | 400 ₹36,000 Lowest | 550 ₹49,500 | 500 ₹45,000 | 410 ₹36,900 | 450 ₹40,500 | 490 ₹44,100 |
| 8.00 | Construction of RCC Load Bearing Drain : Excavation for structures (Earthwork in excavation of foundation of structure as per drawing and technical specification , including setting out, construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottomj and backfilling with approved materials.Ordinary soil A)Manual means (i) upto 3.00 m depth (without dewatering) | 1,260 | cum | 118.34 ₹1,49,108.4 | 90 ₹1,13,400 | 130 ₹1,63,800 | 85 ₹1,07,100 Lowest | 100 ₹1,26,000 | 100 ₹1,26,000 | 120 ₹1,51,200 |
| 9.00 | Removal of unsuitable soil including excavation , loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil , which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11 | 1,260 | cum | 217.18 ₹2,73,646.8 | 180 ₹2,26,800 | 240 ₹3,02,400 | 196.06 ₹2,47,035.6 | 160 ₹2,01,600 Lowest | 200 ₹2,52,000 | 200 ₹2,52,000 |
| 10.00 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 108 | cum | 2,228.47 ₹2,40,674.76 | 1,800 ₹1,94,400 Lowest | 2,300 ₹2,48,400 | 2,200 ₹2,37,600 | 2,000 ₹2,16,000 | 2,000 ₹2,16,000 | 1,850 ₹1,99,800 |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
1 Jul 2025, 10:00 amClosed
SE, PWD(R), City Road Circle
Bamunimaidan, Guwahati
Construction of Lakhi Priya Path at Pathar Quarry Satgaon under PWD, Dispur and Dimoria Territorial Road Division under SOPD(G) for the year 2024-25.
2025_PWD_44817_1
CS/DDTRD/SOPD-G/1/2025-26
Open Tender
Civil Works
Works
240 days
Kamrup
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,720
Yes
₹2.5 L
Yes
7 Oct 2025
11 Jun 2025
1 Jul 2025
11 Jun 2025
1 Jul 2025
11 Jun 2025
11 Jun 2025 - 1 Jul 2025
Amount
Dismantling of cement concrete pavements by mechanical means using pneumatictoolsbreakingtopiecesnotexceeding0.02cuminvolumeandstock pilingatdesignatedlocationsanddisposalofdismantledmaterialsuptoalead of 1000 m, stacking serviceable and unserviceable materials separately
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil which shall be paid separately as per clause 303.5.2 as per technical Specification Clause 302.3.11
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
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 Technical Specification Clause 401.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,handpacking, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage
Providing and laying of hot applied thermoplastic compound thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications.
Construction of RCC Load Bearing Drain : Excavation for structures (Earthwork in excavation of foundation of structure as per drawing and technical specification , including setting out, construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottomj and backfilling with approved materials.Ordinary soil A)Manual means (i) upto 3.00 m depth (without dewatering)
Removal of unsuitable soil including excavation , loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil , which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With crushed Stone.
Plain/reinforced cement concrete , in sub-structure complete as per drawing and technical specification and steel shuttering formwork (E )RCC Grade M20 ( a) Height upto 5 m Case I using concrete mixer. Raff, wall , slab.
Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Providing weep holes in brick masonry/Plain/Reinforced concrete abutment , wing wall / return wall with 100 mm dia AC pipe Complete as per drawing and technical specification.
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification (B) sandy materials.
Construction of RCC Load Bearing Drain : Excavation for structures(Earthwork in excavation of foundation of structure as per drawing and technical specification , including setting out, construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottomj and backfilling with approved materials.Ordinary soil A)Manual means (i) upto 3.00 m depth (without dewatering)
Removal of unsuitable soil including excavation , loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil , which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11.
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A) With crushed Stone.
Plain/reinforced cement concrete , in sub-structure complete as per drawing and technical specification and steel shuttering formwork (E )RCC Grade M20 ( a) Height upto 5 m Case I using concrete mixer. Raff, wall , slab.
Supplying, fitting and placing TMT (Fe-500D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Providing weep holes in brick masonry/Plain/Reinforced concrete abutment , wing wall / return wall with 100 mm dia AC pipe Complete as per drawing and technical specification.
Back filling behind abutment , wing wall and return wall complete as per drawing and technical specification (B) sandy materials.
Tapan Kalita (BID ID -270818)
Ajit Bhattacheryaa (BID ID -270938)
Utpaljyoti Bujar Baruah (BID ID -270823)
Monoj Talukdar (BID ID -270633)
M/s DBP ASSOCIATES (BID ID -270843)
Saurav Jyoti Goswami (BID ID -270879)
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