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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-Finance DADRA AND NAGAR HAVELI DN | DAMAN | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396210 | ₹3.7 Cr | L1 | Accepted-Finance ok |
| 2 | L2₹3.9 Cr+₹19.0 L (5.19%)Accepted-Finance 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 | ₹3.9 Cr+₹19.0 L (5.19%) | L2 | Accepted-Finance ok |
| 3 | L3₹4.1 Cr+₹45.0 L (12.3%)Accepted-Finance | ₹4.1 Cr+₹45.0 L (12.3%) | L3 | Accepted-Finance ok |
| 4 | L4₹4.3 Cr+₹59.9 L (16.3%)Accepted-Finance DADRA AND NAGAR HAVELI DN | ₹4.3 Cr+₹59.9 L (16.3%) | L4 | Accepted-Finance ok |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.6 Cr
EMD Value
₹7.1 L
Closing Date
15 Apr 2021, 12:00 pmClosed
Executive Enginner PWD.II Road DNH Silvassa
Executive Enginner PWD.II Road DNH Silvassa
Construction of Box culvert near Daman - Ganga Valley Resort
2021_UTDNH_5231_1
E-Tender Notice No. 01 of 2021-22
Open Tender
Civil Works - Bridges
Item Rate
270 days
Block No.II, PWD Office Complex, Silvassa
Similar Nature work and Mandatory documents required as per NIT and NIT Condition
3 documents required · 3 mandatory
₹1,500
Executive Enginner PWD.II Road DNH Silvassa
₹7.1 L
13 May 2021
2 Apr 2021
15 Apr 2021
2 Apr 2021
15 Apr 2021
2 Apr 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 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.) with 12 % GST
S K PARMAR
D.B.Infratech
VIJAY M. MISTRY CONSTRUCTION PVT. LTD
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