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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC H NO 344 HARGOBIND COLONY BAHADURGARH DISTT PATIALA | BAHADURGARH | PATIALA | L1 | Accepted-AOC Lowest Rate from other Bidders | |
| 2 | L2₹2.1 L+₹14,989 (7.71%)Rejected-Finance | L2 | Rejected-Finance Above Rate |
Tender Value
Refer Docs
EMD Value
₹4,000
Closing Date
6 Jun 2020, 3:00 pmClosed
Executive Engineer, B.M.L Division, Patiala
Executive Engineer, B.M.L Division, Patiala
ESTIMATE FOR REMODELLING OF EXISTING V.R.BRIDGE AT R.D.74974 OF BANUR CANAL.
2020_WR_48124_1
04/20-21
Open Tender
Civil Works
Item Wise
45 days
Madanpur Chaleri Distt Patiala
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
TIA
₹4,000
Yes
29 Jul 2020
1 Jun 2020
6 Jun 2020
1 Jun 2020
6 Jun 2020
1 Jun 2020
Earth work undressed with an av. lead of 2.60 km.with 1st 0.20km katcha from Vill. BhuriMajra i/c all allowances and breaking of clods and i/c compensation of earth etc. as per P.W.D specification complete in all respect.
Extra for laying earth as per specification for compaction in 20cm layers and dressing including the cost of rolling and watering as per P.W.D specification.
Laying plane CC M-7.50 with stone ballast of size 40mm including supply carriage, loading and unloading of material as per PWD Specifications.
Laying plane/ Reinforcement cement concrete in sub-structure complete as per drawing and technical specification RCC Grade M-35
Cold twisted deformed (Ribbed/tor steel bar) bars Fe-500 grade as per IS-1786-2008 for RCC works including supply carriage loading and unloading and bending, binding and placing in position complete in all respects.
Providing and laying Cement concrete lining 75 mm thick or less laid manually for irrigation channels using cement concrete M-15 mixed in an automatic computerized Batching and mixing plant and transported to the site in transit mixer and with an average lead of 1 km (for trapizoidal section and cup section of all radius) as per design / drawing and PWD specifications. ( for side Slopes , bed and sleepers)
Providing and laying Cement concrete lining 75 mm thick or less laid manually for irrigation channels using cement concrete M-15 mixed in an automatic computerized Batching and mixing plant and transported to the site in transit mixer and with an average lead of 1 km (for trapizoidal section and cup section of all radius) as per design / drawing and PWD specifications. (For coping)
Shuttering for faces of Concrete.
Dressing and preparation of sub grade for side slopes.
Dressing and preparation of sub grade for Bed and Coping
Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing . From 0 – 1.50 mtr
Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing . From 1.50 – 3.00 mtr
Extra allowance for scaffolding in lining for side slopes only.
Filling expainsion joint with sealing compound complete in all respect.
Appling bitumen coat on sides of concrete lining and top of sleepers for contraction & expansion joints complete all respect.
Providing & laying 250mm wide LDPE film 150 micron on sleepers .
Putting (cement water) cement slurry with cement@ 2.25 kg per sqmt. On prepared bed and side slopes before laying concrete bed and side slopes.
The Haripura Co-op LandC Society Ltd.
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