Renovation and Modernization of Ratikhera minor RD 0-11, Nirwaldisty RD 0-44.50, Mirzawali minor RD 0-31.85, Bhompura minor RD 0-13.3, Bhompura sub minor 0-18.80, Anandgarh disty RD 36.70-Tail and Anandgarh minor 0 to tail

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)

Ramming of earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density.

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

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.

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)

Providing & Laying in position cement concrete for canal dowel including curing, compaction and cost of centring and shuttring in C.C - M15 1:2:4 using 20mm graded stone aggregate as per 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.

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

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

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.

Providing and laying HYSD/TMT Steel reinforcement at any level in superstructure complete as per drawing and technical specification as per morth specification section 1600 .

Earthwork in embankment construction, side slope etc. from already excavated earth in stockpile including breaking of clods and dressing with all lead and lift but excluding watering and rolling. Extra for watering the earth to bring the earth up to required O.M.C. excluding rolling. field density not less than 95% of max. dry density ( modify heavy proctor test ) .

Structural cement concrete upto a height of 5m for reinforced concrete in superstructure complete including steel formwork ,scaffolding etc. as per drawing and technical specification as per Morth specification 1500&1700 .

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] .

Supply of empty cement (polythene) bags .

Supply of earth filled plastic cement bags stiched with sutali at the designated location / places excluding the cost of EC bags but including the cost of sutali.

Labour charges for making coffer dam / ring bunds with earth E.C. bags including stiching along with transportation and placement at required locations in water including all lead and lift complete excluding the cost of E.C. bags but including the cost of sutli.

Pointing with cement mortar 1:3 on Brick work in substructure as per morth Specification: Clause 1312.3

Supplying and fixing tar paper bearing over the pier/abutment cap as per MoRTH specifiacation including overlap and wastage if any as per the direction of the Engineer in charge .

Providing and laying Expansion Joint complete as per drawing and technical specification With 20 mm thick compressible fibre board In expansion joint .