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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 CrAccepted-AOC | ₹3.7 Cr | 1 | Accepted-AOC AWARDED |
| 2 | 2₹3.9 Cr+₹21.0 L (5.64%)Rejected-Finance | ₹3.9 Cr+₹21.0 L (5.64%) | 2 | Rejected-Finance high bidder |
Tender Value
₹3.7 Cr
EMD Value
₹7.4 L
Closing Date
11 Jun 2024, 10:00 amClosed
Executive Engineer
CANAL DIVISION FARIDKOT
ESTIMATE FOR CONSTRUCTION OF WATERCOURSES FOR OUTLET R.D 99000/TL OF MANUKE DISTY
2024_WR_119353_1
ESTIMATE FOR CONSTRUCTION OF WATERCOURSES FOR OUTLET R.D 99000/TL OF MANUKE DISTY
Open Tender
Civil Works - Canal
Item Rate
120 days
Jagroan
Qualification Details
2 documents required · 2 mandatory
₹500
Yes
₹7.4 L
Yes
Faridkot
16 Aug 2024
4 Mar 2024
11 Jun 2024
4 Mar 2024
11 Jun 2024
4 Mar 2024
15 Mar 2024
Amount
Excavation of Soil using Hydraulic Excavator and transporting to the site of work using hydraulic Tractor Trolly I/C cutting, loading, unloading, carriage with all leads and lifts and compensation of earth etc. complete in all respect as per drawing, specification and the instructions of the engineer incharge. (Source of the earth to be arranged by agency.)
Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. For disposal up to 450 m.
Earth filling with ordinary soil in 15 cm layers including ramming, watering and consolidating lead upto 30m.
Dressing of new earthwork.
Preparation for Sub Grade for Lining
First Class Brick Masonary 1:4.
10 mm thick plaster with cement mortar 1:3 on bed & top of side walls.
10 mm thick plaster with cement mortar 1:3 on walls.
R.C.C 1:2:4 with stone blast mixing by manual means.
Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position
Supplying & laying dry brick ballast.
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
Cement Conc. 1:4:8 with brick ballast.
Cement Conc. 1:2:4.
Centring & shuttering for concrete faces.
RCC slab 1:2:4.
Providing orange colour safety footrest (as per csr item no 29.37).
Providing lowering & jointing NP2 RCC pipe 600 mm dia in trenches & laying same to correct alignment.
Any other Item
JAGIR SINGH CONTRACTOR
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