Construction of watercourses for Outlet RD 99000/TF of Manuke disty

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Tender Inviting Authority: Faridkot Canal Division, Faridkot

Name of Work: Construction of watercourses for Outlet RD 99000/TF of Manuke disty

Contract No: 01639-250059

Name of the Bidder/ Bidding Firm / Company :

Sl. No. C.S.R Item No./Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

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 for filliing excluding royalty cum Excess(+) Full Conversion INR

Cement Conc. 1:2:4 with stone ballast or shingle mixing by mechanical means. cum Excess(+) Full Conversion INR

Kassi work undressed involving andaverage horizontal throw up to 2.0 metres and and average vertical lift up to 0.5 metres including breaking of clods. cum Excess(+) Full Conversion INR

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% and filling in 15 cm layers in foundation and plinth including ramming watering and consolidating lead upto 30 metres cum Excess(+) Full Conversion INR

Rehandling of earth work recently excavated cum Excess(+) Full Conversion INR

Dressing of new earthwork. sqm Excess(+) Full Conversion INR

Preparation for Sub Grade for Lining sqm Excess(+) Full Conversion INR

First Class burnt Brick Masonary laid in cement sand mortar 1:6 in foundation and plinth . cum Excess(+) Full Conversion INR

10 mm thick plaster with cement mortar 1:4 on bed & top of side walls. sqm Excess(+) Full Conversion INR

10 mm thick plaster with cement mortar 1:4 on walls. sqm Excess(+) Full Conversion INR

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth cum Excess(+) Full Conversion INR

10 mm thick plaster with cement mortar 1:3 on bed & top of side walls. sqm Excess(+) Full Conversion INR

10 mm thick plaster with cement mortar 1:3 on walls. sqm Excess(+) Full Conversion INR

R.C.C 1:2:4 with stone blast mixing by manual means. cum Excess(+) Full Conversion INR

Cement Conc. 1:4:8 with brick ballast, mixing by manual means. cum Excess(+) Full Conversion INR

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. cum Excess(+) Full Conversion INR

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 qtl Excess(+) Full Conversion INR

Supplying & laying dry brick ballast. cum Excess(+) Full Conversion INR

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) sqm Excess(+) Full Conversion INR

Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design Nos. Excess(+) Full Conversion INR

Providing lowering & jointing NP2 RCC pipe 600 mm dia in trenches & laying same to correct allignment (Complete) as per CSR Item No 29.46 b. Mtr Excess(+) Full Conversion INR

Any other Item Nos Excess(+) Full Conversion INR

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