ESTIMATE FOR LAYING PIPELINE OF BILASPUR MINOR FROM RD 23100-31835

(6.6) 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.

Dag Belling single kassi stroke minimum 7.5 cm depth.

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.

(24) Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- Discharge upto 1.5 cum/s

Dismantling brick work tile, masonry or tile lining In cement.

(10.11) Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type.

(10.20) Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

(10.13) Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.

(10.12) Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.

(10.35) Preparing watering and ramming surface for laying concrete Channels (irrigation) Horizontal

(1 1.9) First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth

Centering and Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

(18.18) 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

(18.4) Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

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 manufacturers 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.

(16.54) Painting distance marks with synthetic enamel paint Two coat work Distributaries

(19.38) 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 excluding royality.

Re-handling of Earthwork recently executed.

(15.6) 10mm thick Cement Plaster 1:4

(15.38) 10mm thick cement plaster 1 : 4 on floors.

Lowering, jointing and cutting of RCC pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 (@ 2.5m / No).

Lowering, jointing of RCC NP-2 plain end pipes 700 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect.

Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With H more than 0.5 m. but upto 0.9 m.

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry With H more than 0.5 m. but upto 0.9 m

(20.1) Extra labour for dressing bricks On O.F. And A.P.M. type outlets With H more than 0.5 m but upto 0.9 m.

DEPARTMENT OF WATER RESOURCES

Name and Address of Contractor / L&C Society

Contact No.

Landline No.

Mobile No.

Name and Address of Banker

Income Tax Return for any one of the last three years

Approximate value of work in hand

Bank solvency certificate

Certificate of "……." Class/Society registeredwith irrigation Deptt.

DEPARTMENT OF WATER RESOURCES

Name of the Contractor / L&C Society

Name of the Work

Please fill information about the each relevant work completed during the last Three years for works Costing more than Rs._________________

Name of Employer