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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAccepted-AOC 224 OFFICERS ENCLAVE BEHIND PLV MEMORIAL COLLEGE SHIKARGARH ARMY AREA JODHPUR RAJ 342001 | JODHPUR | RAJASTHAN | 342001 | ₹3.3 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹4.0 Cr+₹67.6 L (20.4%)Rejected-AOC | ₹4.0 Cr+₹67.6 L (20.4%) | L2 | Rejected-AOC Rejected |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
9 Dec 2021, 2:30 pmClosed
Executive Engineer, PWD, WD-II, Diu
Executive Engineer, PWD, WD-II, Fort Road, Diu
Construction of Retaining Wall along sea side at Mithabava, Ghoghla, Diu.
2021_DIUDT_1983_1
e-Tender Noitce No. 64/2021-2022
Open Tender
Civil Works - Others
Works
150 days
Diu
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Executive Engineer, PWD, WD-II, Diu
₹6.4 L
2 Mar 2022
26 Nov 2021
9 Dec 2021
26 Nov 2021
9 Dec 2021
26 Nov 2021
Amount
Civil Works
Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work
Demolition and disposal of unserviceable materials with all lead and lift.(i) Lime concrete/Plain Concrete
Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 meter lead (A) Loose or soft Soil.
Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50m lead. (A) Loose or soft soil
Filling in foundation and plinth with Brick Bats Chhara/Hard Rubble Stone in layers as directed incl. watering, ramming and consolidation etc. complete.
Providing and laying Cement Concrete work 1:2:4 (1- cement :2 coarse sand : 4 coarse agreegates 20mm nominal size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, base of coloumns and mass concrete
Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete.
Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (B) Walls, from top of foundation level upto floor two level
Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level
Providing anticorrosive treatment to HYSD/ TMT/ CRS bars with FUSION BONDED EPOXY COATING (FBEC) confirming to IS 13620:1993 at approved plant including testing of coating as per relevent IS, before bringing the coated bars on site but including to & fro transportation of bars for sending at plant site etc. complete for HYSD bars (all dia)
Providing formwork sheeting of steel sheets so as to give a rough finish including centering, shuttering, struting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ concrete and plain concrete work in (C) Foundation and Vertical surface such as walls (any thickness), partitions. etc.
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC Pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete.(E) 450mm
Finishing wall with weather proof exterior emulsion paint on wall surface incl. primer (two cats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials etc. complete.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
Bahusmarna construction Pvt.Ltd.
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