Renovation and Modernization of Sardarpura Dist. 0 to 84.00, Thethar Disty 0 to 12.50, Kanor Disty 0 to 9.252, Piperan Dy. 0 to 17.505, Bherushree Minor 0 to 18.200 and Labana Minor 0 to 10.300 (Package 72)

Amount

Earth work excavation in ordinary soil for main Distributary and minors having discharge less than 10 cumecs : Kassi work undressed.

Earth work excavation in ordinary soil for Disty and Minors having discharge less than 10 cumecs ; Earth work undressed with combined lead upto 50 mtr.

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.

Silt clearance/ removal of blown sand / berm unloading undressed with combined lead upto 50 m. For lined canal section. (a) For FSD upto 1 m.

Dismantling of lining and disposing of the material within 1/2 km lead (i) Single tile lining

Dismantling of lining and disposing of the material within 1/2 km lead (i) Double tile lining

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 .

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] Cement Concrete 1:4:8 or 1:5:10 .

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)

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.

Extra charges for water spray on subgrade of canal in bed and side slope before laying plain concrete /brick/tile lining.

Dressing of dowels in addition to payment for dressed earth work if top width of dowel is less than 1 mtr.

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.

In bed

On side slopes

Curing of lining for 28 days.

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 40 mm 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.

Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design. Guide Stone ( size 20 x15x120 cm) RD stone

Supply of village Name Board size 600x900 mm made out of 1.25mm thick M.S Sheet duly framed with 30mm ODMS tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40mm ODMS tube 3m long whole board is processed in blue/white stoving enamel paint and white /red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 10 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S.(Non Modular) bricks of class designation 10 in superstructure above plinth level upto floor five level in all shapes and sizes in :Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 12mm thick .

Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.

Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix.

Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)