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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹1.0 CrAccepted-Finance | ₹1.0 Cr | I | Accepted-Finance Accepted |
| 2 | II₹1.1 CrAccepted-Finance | ₹1.1 Cr | II | Accepted-Finance Accepted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.1 Cr
EMD Value
₹1.1 L
Closing Date
10 Jun 2020, 4:00 pmClosed
The CEO, Cantonment Board Wellington
Cantonment Board Wellington, The Nilgiris-643231
Maintenance and Repairs to roads, footpath, retaining wall, walkway bridge, culvert and other related works
2020_DGDE_551962_1
WCB/013/2020
Open Tender
Civil Works - Others
Works
60 days
Cantonment Board Wellington
As per Tender Document
2 documents required · 2 mandatory
₹2,000
The CEO, Cantonment Board Wellington
₹1.1 L
1 Jul 2020
13 Mar 2020
11 Jun 2020
13 Mar 2020
10 Jun 2020
13 Mar 2020
13 Mar 2020 - 13 Mar 2020
Amount
Surface Excavation n. exc. 30cm deep & avg 15 cm deep & getting out in hard dense soil.
Surface Excavation n. exc. 30cm deep & avg 15 cm deep & getting out in hard rock
Surface dressing n exc. 15cm deep
Demolition and dismantling to existing RR drain, footpath etc.,
Removing building materials etc. to distance of 100 mtr or under beyond the lead included in the rates including loading unloading and stacking at the distenation
Rough excavtion not exceeding 1.5m deep and getting out in soft/ dis integrated soil
Rough earth work excavation in hard dense soil up to a depth 1.5-3.0 mtr. From the starting point
Rough earth work excavation in hard dense soil up to a depth 3.0-4.5 mtr. From the starting point
Rough earth work excavation in hard dense soil to a depth 4.5-6.0 mtr. From the starting point
Rough earth work excavation in hard rock up to a depth 1.5 mtr. From the starting point
Rough earth work excavation in hard rock up to a depth 1.5-3.0 mtr. From the starting point
Rough earth work excavation in hard rock up to a depth 3.0-4.5 mtr. From the starting point
Earth work excavation in ordinary soil up to a depth 1.5 mtr. Height.
Excavating in trenches n .exc 1.50 m depth and getting out in hard rock
Excavating in trenches n exc .1.5 deep and getting out in hard dense soil
P.c.c. with cement mortar 1:4:8,using 40mm graded metal.
P.C.C. 1:2:4,20mm graded stone aggregate in footings foundation beams etc. Complete.
R.c.c. footing with cement mortar 1:2:4,using 20mm graded stone aggregate as in foundation footing
R.c.c with cement mortar 1:2:4,using 20mm graded stone aggregate as in walls.
Mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hopping ends and binding with and including MS wire not less than 0.9mm dia.
Form work sides of concrete surfaces in foundation footings
Form work to rough finished concrete surfaces as in sides of foundations /footings /bases of coloumns ,sides and soffits of plinth beams-Sqm
Form work to fair finished concrete surfaces as in sides ofparapet /walls /partitions-Sqm
Rendering with CM 1:6 mix to15mm thick .
Supplying and fixing 75mm dia pvc pipe laid in trenches or in floors
Return filling including spreading ,levelling,watering and well ramming in layers not exe 25cm
Removing excavated materials n.exceeding 50mtrs. Distance including loading unloasding etc. Complete.
M&L three coat of white wash on newly plaster surfaces on brick work or concrete surfaces including preparation of the new surfaces.
Forming 20mm thick expansion joints filled with preformed bituminous filler and top 30 mm primed and sealed with sealing compound grade A.
APPU CONSTRUCTION
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