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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAdmitted-Finance DADRA AND NAGAR HAVELI DN | ₹6.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.3 Cr+₹28.3 L (4.72%)Admitted-Finance DADRA AND NAGAR HAVELI DN | ₹6.3 Cr+₹28.3 L (4.72%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical DADRA AND NAGAR HAVELI DN | DAMAN | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396210 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 475 OPP DAMAN GANGA COLONY GAYTRI MANDIR ROAD AMLI SILVASSA 396230 U T OF D NH | DADRA AND NAGAR HAVELI | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396230 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | VIJAY M. MISTRY CONSTRUCTION PVT. LTD L1 | Chetan Construction Co L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3m depth. | 3,300 | One Cubic Meter | 110 ₹3,63,000 | 60 ₹1,98,000 Lowest |
| 2.00 | Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3.00m to 6.00m depth. | 1,650 | One Cubic Meter | 250 ₹4,12,500 | 150 ₹2,47,500 Lowest |
| 3.00 | Providing & filling infoundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days). | 165 | One Cubic Meter | 4,800 ₹7,92,000 Lowest | 5,500 ₹9,07,500 |
| 4.00 | Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for foundations with 20/40mm down coarse aggregate of the required size for any depth including dewatering, scaffolding centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing. | 1,980 | One Cubic Meter | 7,300 ₹1,44,54,000 Lowest | 8,500 ₹1,68,30,000 |
| 5.00 | Supplying, fitting and placing un-coated (TMT Fe 500D grade) bar reinforcement of all categories for foundation of pier, abutment & retaining wall complete as per drawing and technical specifications. | 297 | One M. T. | 92,000 ₹2,73,24,000 Lowest | 96,000 ₹2,85,12,000 |
| 6.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.(A) Granular material and (B) Sandy material. | 2,134 | One Cubic Meter | 800 ₹17,07,200 | 450 ₹9,60,300 Lowest |
| 7.00 | Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10 T (E) From Borrow area within 3.00 Km lead. | 3,201 | One Cubic Meter | 428 ₹13,70,028 | 220 ₹7,04,220 Lowest |
| 8.00 | Providing anti corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating ( to be taken as per the prevailling market rates.) | 297 | One M.T. | 16,500 ₹49,00,500 Lowest | 17,500 ₹51,97,500 |
| 9.00 | Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3m depth. | 990 | One Cubic Meter | 110 ₹1,08,900 | 60 ₹59,400 Lowest |
| 10.00 | Providing & filling infoundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days). | 49.5 | One Cubic Meter | 4,800 ₹2,37,600 Lowest | 5,500 ₹2,72,250 |
Tender Value
₹4.2 Cr
EMD Value
₹8.3 L
Closing Date
14 Dec 2021, 12:00 pmClosed
Executive Engineer PWD.II Road DNH Silvassa
Executive Engineer PWD.II Road DNH Silvassa
Construction of Box culvert near Daman Ganga Valley Resort and Construction of Box Culvert at Piparia Opp Fire Station
2021_UTDNH_5655_1
E-Tender Notice No 15 of 2021-2022
Open Tender
Civil Works
Item Rate
120 days
Block No. II, PWD.Office Complex Silvassa
Similar Nature Work mandatory Documents required as per NIT Condition
3 documents required · 3 mandatory
₹1,500
Construction of Box culvert near Daman Ganga Valle
₹8.3 L
31 Dec 2021
30 Nov 2021
14 Dec 2021
30 Nov 2021
14 Dec 2021
30 Nov 2021
Amount
Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3m depth.
Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3.00m to 6.00m depth.
Providing & filling infoundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days).
Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for foundations with 20/40mm down coarse aggregate of the required size for any depth including dewatering, scaffolding centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.
Supplying, fitting and placing un-coated (TMT Fe 500D grade) bar reinforcement of all categories for foundation of pier, abutment & retaining wall complete as per drawing and technical specifications.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.(A) Granular material and (B) Sandy material.
Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10 T (E) From Borrow area within 3.00 Km lead.
Providing anti corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating ( to be taken as per the prevailling market rates.)
Excavation for Structures ( Earth work in excavation of foundation of Structures as per drawing and technical specification, including seting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material.) (Ordinary Solil) Manual means up to 3m depth.
Providing & filling infoundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days).
Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for foundations with 20/40mm down coarse aggregate of the required size for any depth including dewatering, scaffolding centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.
Supplying, fitting and placing un-coated (TMT Fe 500D grade) bar reinforcement of all categories for foundation of pier, abutment & retaining wall complete as per drawing and technical specifications.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.(A) Granular material and (B) Sandy material.
Providing anti corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating ( to be taken as per the prevailling market rates.)
Chetan Construction Co
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