Rehabilitation, Renovation and Modernization of Lahore Branch From RD 12500 to 25000

Jungle clearance on running canals and branches, and drains with discharge more than 9 cum/s. Medicum

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

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.

Rehandling of Earthwork. 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 5Km.

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 bed and preparation of sub grade for lining. 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.

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.

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 3.0 ms but upto 4.5 ms.

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.

Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km Computerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (Side slope ) (using OPC Cement)

Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 2m but upto 3.5m. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. (Side slope ) (using OPC Cement)

Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 KmComputerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 3.50 m but upto 5.5 M (using OPC Cement)

Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Sleeper + coping ) (using OPC Cement)

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.

Extra for carriage of RMC/batch mixed concrete with transit mixture beyond 1st km.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering). Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Laying plain cement concrete M15 in open foundation by using computerised concrete bactching mixing plant including carriage by transit mixer within 1 km lead complete as per drawing and technical specification (using OPC Cement)

Extra allowance for scaffolding in tile, brick and concrete lining for side slopes only.

First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.

Plastering on walls 6 mm thick cement plaster 1:4

Extra For compensation & royalty for Ordinary earth/ Ordinary clay taken from private land. 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.

Dismantling brick work tile, masonry or tile lining Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Scraping cement plaster Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Removal/ Clearance of slush from wet drains by mechanical means Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Providing laying and fixing of Distance marks including transportation Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Providing laying and fixing of Boundary pillar including transportation Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Extra for pumping charges of Batch Mix Concrete / Ready mix conrete work (RMC)

Excavation of soil using hydraulic Excavator and tippers I/C cutting and loading in tippers and transporting to the embankments location with all lifts and leads. disposal/carraige from 0m upto 450m.

Excavation of soil using hydraulic Excavator and tippers I/C cutting and loading in tippers and transporting to the embankments location with all lifts and leads. disposal/carraige for every additional 1km upto 10km(plains)

Providing, laying, jointing, fixing and testing ISI Marked uPVC Pipe with G.I. specials as per ISI-4985, including cost of G.I. specials such as tees, bends, sockets, elbows etc. testing inside building complete uPVC Pipe 10 Kgf/cm2 50mm i/d

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

Providing of galvanized steel of 25mm dia having anticorrosive properties Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects

Any Other Item(CSR+SP)

MS GARGA ASSOCIATES

M/s Khara Contractors