Renovation and Modernization of Rawatsar Minor 0-Tail, Rawatsar sub minor 0-Tail, Sardarpura minor 0-Tail, Poharka Minor RD 0-15.90, Anandgarh sub minor 0-Tail and Prempura minor 0-Tail (Package 58)

Amount

Earth work excavation in ordinary soil for main Distributary and minors having discharge less than 10 cumecs : earthwork undressed with combined lead up to 50m

Extra on earthwork for laying in 15 to 25 cm layers including dressing and watering as per specifications (Water to be made available by the department at one place of work site)

Compaction of earthwork by mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of Maximum Dry Density..

Carriage of good earth 1/2km kacha.

Jungle clearance, ordinary including cutting bushes, shrubs and plants etc. for original earth work.

Uprooting Juli Flora /sarkanda, pahari kikar or arrows upto 0.50m. depth below ground level.

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height upto 0.75 m., kassi work including rehandling with dressing of earthwork. (with extra two initial leads)

Earthwork excavation for Lip Cutting in ordinary soil for disty. & minors having vertical height above 0.75 m., kassi work including rehandling with dressing of earthwork. (with extra two initial leads)

Dressing of bed for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.

EARTHWORK in foundation trench lift up to 1.5mt. Stacking the excavated soil clear from the edge of excavation and than returning the excavated soil in 15cm. layer when required into side of foundation etc. consoloding each deposit layer by ramming and watering and then deposing of all surplus soil as directed within a lead of 30m (for dowel earthwork) (A) in ordinary soil like sandy loam ,soft clay etc.

Recovery of Cost of Demolishing Bricks/Tiles/Bats (Dowel) as per Item No.6 (50 % of the Qty of Demolishing of Dowel Only)

Single PCC block lining of channel consisting of (i) 12 mm thick plaster in CM (1:6) on sub grade (ii) 16 mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above (iii) 50 mm thick PCC blocks (30x15x5cm) in CM (1:3) with 6 mm thick CM layer including curring upto completion of lining section.M15(DESIGN MIX CONCRETE)

In Bed

On side slopes

Curing of lining for 28 days.

Extra for scaffolding & template allowance on tile, brick and concrete lining for side slopes & curved portions.

Pumping charges from source provided by the Dept. for supply of water to lining heading.

Providing & Laying in position cement concrete for canal dowel including, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)

Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads and lifts complete.

S & F in position precast RCC stone (M-15 mix) of standard RCC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc complete (MoRTH specification clause : 800) Guide Stone

Supply of informatory reflective sign boards out of 2mm thick MS sheet, stove enamelled paint as per IRC-67 (Latest revision) fixed on angle iron of size 65X65X6mm of 3m long. 600 X 800mm with size of square of 400mm

Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305

Brick masonry work with first class brick(Minimum 10.5 MPa) in cement cement mortar 1:3, with mechanical mixer in foundation (at any level) complete, including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1300.

Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish.

Supply and fixing in position of APM blocks made of CI as per standard specification with adjustable transporation to site second stage concreting in (CC 1:2:4) centering shuttering painting with red oxide finishing etc. complete in all respect cost of APM Block (All size) per block.

M/S Ramnaryan Rameshwarlal

M/S ASHOK KUMAR CONTRACTOR