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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-AOC HOUSE NO 40 E PARTAP NAGAR PATIALA | PATIALA | PUNJAB | 140401 | ₹1.2 Cr | 1 | Accepted-AOC work awarded |
| 2 | 2₹1.2 Cr+₹5.8 L (4.94%)Rejected-AOC 10 A FRIENDS COLONY PATIALA 147001 | PATIALA | PUNJAB | 147001 | ₹1.2 Cr+₹5.8 L (4.94%) | 2 | Rejected-AOC rejected |
| 3 | 3₹1.3 Cr+₹8.3 L (7.08%)Rejected-AOC BHAGWANPURA DISTY SYSYTEM CONCRETE LINING M 15 WITH 10 ENHANCED CAPACITY FROM RD 28900 42528 OFFTAKING AT RD 90200 R 2ND PATIALA FEEDER | ₹1.3 Cr+₹8.3 L (7.08%) | 3 | Rejected-AOC rejected |
| 4 | 4₹1.3 Cr+₹14.3 L (12.1%)Rejected-AOC MANSA | PATIALA | PUNJAB | 140401 | ₹1.3 Cr+₹14.3 L (12.1%) | 4 | Rejected-AOC rejected |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
16 Nov 2022, 5:00 pmClosed
XEN BML DIV PTA
XEN BML DIV PTA
Estimate for Concrete lining of Bhamian Minor off taking RD 9515 R of Gobindgarh Disty. Slice RD 0 to 15300
2022_WR_91893_1
17/22-23
Open Tender
Civil Works - Canal
Item Rate
90 days
ROPAR FATEHGARH SAHIB
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
₹2.2 L
XEN BML DIV PTA
8 Dec 2022
2 Nov 2022
17 Nov 2022
2 Nov 2022
16 Nov 2022
2 Nov 2022
9 Nov 2022
Amount
Items for Concrete Lining :- Jungle clearance on running Canals branchs and drains with discharge exceeding 53 cs/sec. but upto159cs/sec
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 5.40 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 2.70 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 (Patrol / Non Patrol) :- 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
BANSAL CONSTRUCTION CO
ASHOK KUMAR BANSAL GOVT CONTRACTOR
BRIJ LAL GOVT CONTRACTOR
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