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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 CrAccepted-AOC 106 GREEN AVANUE NAGAR AJMER ROAD GAJSINGHPURA JAIPUR RAJASTHAN 302021 | JAIPUR | RAJASTHAN | 302021 | ₹8.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹9.6 Cr+₹62.6 L (7.00%)Rejected-AOC DADRA AND NAGER HAVELI DN | ₹9.6 Cr+₹62.6 L (7.00%) | L2 | Rejected-AOC L2 |
| 3 | L3₹9.7 Cr+₹72.8 L (8.15%)Rejected-AOC | ₹9.7 Cr+₹72.8 L (8.15%) | L3 | Rejected-AOC L3 |
Tender Value
₹9.1 Cr
EMD Value
₹18.2 L
Closing Date
6 Mar 2020, 4:00 pmClosed
Executive Engineer-III(DP),DNH,Silvassa
PWD Campus Block No.3, DNH, Silvassa
Construction of Slab Drain/Box culvert at various places in U.T. of D N.H. (Rural Area) (Zone-II).
2020_UTDNH_4534_1
E TENDER NOTICE NUMBER 14 OF 2019-2020
Open Tender
Civil Works - Buildings
Item Wise
365 days
UT OF DNH
As per NIT refer
3 documents required · 3 mandatory
₹5,000
Executive Engineer-III(DP),DNH,Silvassa
₹18.2 L
13 Mar 2020
24 Feb 2020
9 Mar 2020
24 Feb 2020
6 Mar 2020
24 Feb 2020
Amount
Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum
Excavation for foundation in hard in hard murrum and boulders and very stiff or sticky, clays and other similar strata including shoring and strutting and dewatering as necessary and disposing of the excavated stuff as directed.
Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work
Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- crushed stone aggregates 20 mm nominal size) and curing complete including cost of formwork in (A) Wall Caps / Coping (upto 10 ton)
Providing and Casting in situ controlled Cement Concrete M-200 for R.C.C. Raft and cutt-off walls including necessary shuttering laying, vibrating, ramming and curing complete. (more than 10 ton)
Providing and casting in situ controlled cement concrete M-200 for R.C.C. return as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return (more than 10 ton)
Providing and casting in situ controlled cement concrete M-200 for R.C.C. solid slab including centering, scaffolding, curing and finishing complete. (more than 10 ton)
Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for anchorage in free end as per detailed drawing including cutting, bending and welding complete.
Providing and supplying in standard length ISI mark rigid unplasticised P.V.C. pipes suitable for potable water with cement joints including cost of couplers as per IS specification No.4985/1988 inclg. All local central taxes, transportation, freight charges, octroi, inspection charges. loading-unloading conveyance ti deparr stone and including cost of jointing material i.e. solvant cement etc. complete. Test pressure 4 Kg/CM2 110mm dia
Providing and casting in situ ordinarycement concrete M-200 for average 75 mm thick wearing coat laid as directed including tamping ,vibrating, finishing, curing and filling in joints with bitumen complete. (more than 10 ton)
Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (more than 10 ton)
Providing Pre-moulded asphalt filler joints as per drawings.(A) 12mm
Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(C) From Borrow area within 1.0 Km.lead (upto 10 ton)
Providing, laying, spreading wet macadam ( 300mm ) thick in base course lean and compacted graded stone aggregates by using 40mm machine crushed black trap metal at a rate of 0.40Cu.mt./10Sq.mt, 20mm nominal size machine crushed metal to be used at a rate of 1.35Cu.mt/10Sq.mt, 10mm nominal size machine crushed metal to be used at a rate of 1.20Cu.mt/10Sq.mt, coarse sand to be used at a rate of 0.60Cu.mt./10Sq.mt and stone dust to be used at a rate of 0.40Cu.mt/10Sq.mt to wet mix design specification including pre-mixing the material with water to OMC mechanical mixture (wet mix macadam plant)including carriage of mix material tipper to the site of work etc. complete as per Most specification and directed by engineer in charge.
Providing and fixing mild steel dowel bars of minimum 32mm dia for anchoring by drilling holes in foundation strata including necessary bending hooking of dowel bars and grouting the holes completed as per detailed drwaing and as directed
M/S. V.S.KOTADIA
BHUMI CONSTRUCTION
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