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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹0.08 (<0.01%)Admitted-Finance | ₹1.5 Cr+₹0.08 (<0.01%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MIDAS CONSTRUCTIONS L2 | M/s DBP ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled
material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 | 445.5 | Cum | 1,143.72 ₹5,09,527.26 | 1,100 ₹4,90,050 Lowest |
| 2.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled
material, disposal of unserviceable material and stacking the serviceable materialwith all lifts and lead of 1000 m as per Technical Specification Clause 202. | 184.8 | Cum | 404.26 ₹74,707.25 Lowest | 413.58 ₹76,429.92 |
| 3.00 | By Mix in Place Method (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.. (ii) For Grading-II materials | 518.96 | Cum | 2,850.18 ₹14,79,137.96 Lowest | 2,860 ₹14,84,234.18 |
| 4.00 | Water Bound Macadam-III (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 -III as per Technical Specification Clause 405 (A) By manual Means | 172.99 | Cum | 3,864.62 ₹6,68,532.88 | 3,800 ₹6,57,354.4 Lowest |
| 5.00 | Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast block having compressive strength 40 N/sq.m | 2,306.5 | Sqm | 1,044.97 ₹24,10,223.31 | 980 ₹22,60,370 Lowest |
| 6.00 | Earth work in excavation of foundation of structures as per drawing and technical specification300, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including all lifts and leads and as directed by engineer in all types of soil except hard rock(where requires blasting.) I. Ordinary Soil,i) Upto 3m depth | 1,100 | Cum | 124.09 ₹1,36,499 Lowest | 130 ₹1,43,000 |
| 7.00 | Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer. | 3,300 | each | 185.09 ₹6,10,797 | 160 ₹5,28,000 Lowest |
| 8.00 | Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer.I) Granular Material | 214.5 | Cum | 1,348.54 ₹2,89,261.83 | 1,340 ₹2,87,430 Lowest |
| 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 | 1,284.8 | Cum | 227.71 ₹2,92,561.81 | 227 ₹2,91,649.6 Lowest |
| 10.00 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 | 152.68 | Cum | 2,336.45 ₹3,56,729.19 | 2,300 ₹3,51,164 Lowest |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
22 Jan 2024, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Construction of road side drain of Gokul Path, 9th byelane of Zakir Hussain Path for mitigation of Flood under SOPD(G ) for the year 2023-24
2024_PWD_35475_4
CE/CW/182/23-24-Fl.Mitigation
Open Tender
Civil Works – Roads
Item Rate
90 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,349
₹3.4 L
Yes
1 Feb 2024
15 Jan 2024
22 Jan 2024
15 Jan 2024
22 Jan 2024
15 Jan 2024
15 Jan 2024 - 22 Jan 2024
Amount
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable materialwith all lifts and lead of 1000 m as per Technical Specification Clause 202.
By Mix in Place Method (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.. (ii) For Grading-II materials
Water Bound Macadam-III (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 -III as per Technical Specification Clause 405 (A) By manual Means
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast block having compressive strength 40 N/sq.m
Earth work in excavation of foundation of structures as per drawing and technical specification300, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including all lifts and leads and as directed by engineer in all types of soil except hard rock(where requires blasting.) I. Ordinary Soil,i) Upto 3m depth
Providing weep holes in masonry/Plain/Reinforced concrete abutment, wing wall/return wall with Heavy Duty 100 mm Dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face complete as per drawing, Technical Specification Section 2700 and as directed by Engineer.
Back filling Providing back filling with granular material behind abutment, wing wall and return wall complete as per drawing, Technical Specification Section 300, IRC: 78 and as directed by Engineer.I) Granular Material
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
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. E. RCC Gr. M20 (a) height upto 5.00 m,case-1 Using concrete mixer
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.With crushed Stone. P.C.C grade M 10.Nominal mix 1:3:6.
Supplying, fitting and placing TMT (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
MIDAS CONSTRUCTIONS
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