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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.1 CrAccepted-AOC | ₹1.1 Cr | 1 | Accepted-AOC Lowest1 |
| 2 | 2₹1.2 Cr+₹12.3 L (11.4%)Rejected-Finance GURDASPUR | GURDASPUR | PUNJAB | 143505 | ₹1.2 Cr+₹12.3 L (11.4%) | 2 | Rejected-Finance Lowest2 |
Tender Value
₹98.6 L
EMD Value
₹2.0 L
Closing Date
27 Feb 2023, 12:00 pmClosed
XEN MAJITHA DIVISION UBDC ASR
XEN MAJITHA DIVISION UBDC ASR
Estimate for Repair and protection works of Rapid cum fall at RD 80819 of Lahore Branch and Repair of Head of Manawala Disty off taking at RD 80813R of Lahore Branch
2023_WR_96757_2
29
Open Tender
Civil Works - Canal
Item Wise
120 days
XEN MAJITHA DIVISION UBDC ASR
AS Per Sbd Conditions
3 documents required · 3 mandatory
₹2,000
₹2.0 L
Yes
XEN MAJITHA DIVISION UBDC ASR
5 May 2023
20 Feb 2023
27 Feb 2023
20 Feb 2023
27 Feb 2023
20 Feb 2023
22 Feb 2023
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth 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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.Disposal/carraige from 0 upto 450m.
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.Disposal/ carraige additional beyond 450m upto 1Km.
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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.Disposal/carraige for every additional Km upto 3 Km.
Compaction.Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.Extra for rolling to specifications. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Dressing side slopes and preparation of sub grade for lining. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Dressing of earth work for New work or remodeling work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Dressing of dowels in addition to payment for dressed earth work. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.For 0 to 1.5 m depth.
Earthwork for lip cutting for lining of irrigation channels inclusive of all allowance, lead and dressing. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.Depth exceeding 1.5 m but upto 3.0 m.
Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Filling expansion joints with special impervious hot pour 12.5mm wide. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Dag-belling for Single Kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Extra bitumen painting at 0.69 Kg. per Sqm. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
Supplying and laying of LDPE geomembrane sheet for sleepers of 150 micron thickness as approved by engineer incharge pasting on faces of sleepers including laying in position, carriage to site, jointing/welding etc. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
Bending and fixing iron rungs on lined slopes as per code; 3873-1993 Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge
Making Dewatering arrangement by pumping set 4"x4"
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (M10)
Filling stone or spall on level . Supply and filling of 150 mm thick
Supply of boulder stone as per departmental specification including digging, collection, all taxes, loading, unloading, stacking and re-carriage if any from Govt. approved quarry to stack yard& the work should be completed as per PWD specification, department design/drawings and also as per instruction of engineer in charge complete in all respects.
Filling stones or spalls into crates and hand packing
Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm mesh.
12.5mm thick cement plaster 1:4
First class burnt work laid incement sand mortar 1:3 in first storey upto 4 meter above plinth level
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (Sandy Meterial)
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20 Using Concrete Mixer
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing above 3.0 m but upto 4.5m.
Any other Item
THE NAUSHERA MAJHA SINGH CORP LABOUR AND CONSTRUCTION SOCIETY LIMITED
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