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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-AOC 47 C MODEL TOWN EXTENSION LUDHIANA PB | LUDHIANA | PUNJAB | 141001 | ₹1.1 Cr | 1 | Accepted-AOC LOWEST RATE |
| 2 | 2₹1.2 Cr+₹5.4 L (4.83%)Rejected-AOC ABOHAR | ₹1.2 Cr+₹5.4 L (4.83%) | 2 | Rejected-AOC HIGHER RATE |
Tender Value
₹96.4 L
EMD Value
₹1.9 L
Closing Date
31 Dec 2022, 5:00 pmClosed
XEN BML DIV PTA
XEN BML DIV PTA
Estimate for Remodeling with Concrete Lining of Kheri Minor off taking at RD 28000 Right of Gobindgarh Disty. RD 37000 to 53000
2022_WR_93140_1
37/22-23
Open Tender
Civil Works - Canal
Item Rate
45 days
LUDHIANA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
₹1.9 L
21 Feb 2023
5 Dec 2022
2 Jan 2023
5 Dec 2022
31 Dec 2022
5 Dec 2022
Amount
Items for Concrete Lining :- Ordinary Jungle clearance of both banks of running Disty., Minors and Drains with discharge up to 9 cum/s i/c boundary road:- Discharge upto 1.5 cum/s kmexceeding 53 cs/sec. but upto159cs/se
Earth work in excavation of foundation and trenches
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Disposal/carraige from upto 30m
Excavation of soil using hydraulic JCB and hydraulic tractor trolly with disposal upto 4.31 KM including cutting and loading in trolly trimming bottom and side slopes in accordance with requirement of grades and cross sections and transporting to embankments locations with all leads i/c last 1.21 km katcha.
Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing( as per earth work statement)
Dressing of Earth work ( NEW )
Dressing and preparation of sub grade for side slopes.
Providing and laying Cement concrete (M-15) sleepers in bed and side slopes below the joints of concrete lining mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications
Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete
Providing and laying Cement concrete lining 15 cm thick or less manually for irrigation channels using cement concrete (M-15) mixed in Automatic Computerized Batching and Mixing Plant and Transported to the site in Transit Mixers, including supply ,carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications. ( on Side Slope vertical height up to 3.50 mt.)
Providing and laying Cement concrete (M-15) for coping mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply ,carriage, loading & unloading of material complete in all respect as per design/drawing and PWD specifications
Filling of construction joints sealing compound including supply carriage, of material complete in all respect as per design/drawing and PWD specifications
Filling expansion joints with special impervious hot pour 12.5 mm wide including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications
Providing and laying LDEP 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications
Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications
Extra for Bitumen Painting @ 0.69 kg per Sqmt.
Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications
Providing and fixing distance marks at site as per direction in charge
Items for Outlets (Patroling / Non Patroling) :- Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.
Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ upto 0.50 mt.
Adjusting new APM block in correct ‘y’ and fixing in position
C.C. 1:4:8 with brick ballast 40 mm gauge
Brick masonry in 1:4 CSM
RCC M20 for slab
Bending binding and placing in position CTD bars Fe 500
Extra labour for dressing of bricks for outlet with ‘H’ upto o.50 mt
VARSHA CONSTRUCTION CO
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