Renovation and Modernization of Anupgarh Distributary AD From RD 0.000 To 96.800 (Tail), Narawali Disty. (ND) RD 0.00 to 29.300, Lunia Minor(LM) RD 0.00 to 52.488, Jalluwala Minor(JM) RD 0.00 to 19.604

Amount

Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4 mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads & lift complete.

Uprooting Juli Flora/Sarkanda, Pahari Kikar or arrows upto 0.50 m depth below ground level .

Urooting and removing trees including filling up the pit, levelling,dressing staking properly ;300 mm to below 600 mm dia.

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] Dismantling Brick/Tile work In cement mortar.

Dismantling of lining and disposing of material within 1/2 km lead, Single Tile Lining.

Dismantling of lining and disposing of material within 1/2 km lead, Double Tile Lining.

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Earthwork undressed with combined lead upto 50m.

Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary. For command area.

Earthwork Rehandling undressed, Earthwork undressed with combined lead upto 50 mtr.

Earth work excavation in ordinary soil for distributaries and minors having discharge less than 10 cumecs; Kassi work undressed.

Carriage of material (good earth) including, loading, unloading without stacking for lead 2 km. Katchcha.

Extra on earthwork for laying in 15 to 25 cms layers including Dressing & 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.

Dressing of earthwork.

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)

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 in foundations trenches, lift upto 1.5 m. stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15 cm. layers when required into sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 30 m. (For Dowel Earthwork) In ordinary soil like sandy loam, soft clay etc.

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.

Laying and spreading of 300 Micron HDPE film on sub grade including jointing and cost of jointing material including cost of HDPE.

Providing & laying Cement concrete lining 7.5 cm thick cast in situ M-15 grade (graded coarse aggregate 20 mm nominal size) with minimum cement content 322 kg per cum including admixture & use of mechanical concrete paver using automatic batching plant and transporting the concrete to the site of work by transit mixer including all machinery required; applying primer confirming to IS :3384 in panel side, formwork and vibrator complete in all respect including cost of primer IN BED

Providing & laying Cement concrete lining 7.5 cm thick cast in situ M-15 grade (graded coarse aggregate 20 mm nominal size) with minimum cement content 322 kg per cum including admixture & use of mechanical concrete paver using automatic batching plant and transporting the concrete to the site of work by transit mixer including all machinery required; applying primer confirming to IS :3384 in panel side, formwork and vibrator complete in all respect including cost of primer ON SIDE SLOPE

M15 Grade Single PCC (30x15x5 Cms.) Block Lining in Bed of channel consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section. Including Pumping charges, & Curing for 28 days.

M15 Grade Single PCC (30x15x5 Cms.) Block Lining On Side Slope of channel consisting of :- (i) 12mm thick plaster in CM (1:6) on subgrade. (ii) 16mm thick sandwich plaster in CM (1:3) over the plaster at item no. (i) above. (iii) 50mm thick Blocks in CM (1:3) with 6mm thick CM layer including curing upto completion of lining section. Including scaffolding & template allowance, Pumping charges, & Curing for 28 days

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M10, 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size.

Laying in position cement concrete for Canal Dowel including curing, compaction and cost of centering and shuttering in grade M15, 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size.

Supply of sign boards made of 1.25 mm M.S. sheet duly framed with 33.30 mm ODMS black tube medium class as per IS : 1239 (Part-I) 1979 with a inner support of M.S. flat 12 x3 mm whole structure is fixed on two posts of black M.S. tube 42mm ODMS (Medium class) as per IS : 1239 (Part-I) 1979 height 3 m whole board is stove enamelled painting in black & white alternate band of synthetic enamel. 1200x750mm.

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. Km. Stone for NH, SH & MDR ( size 35 x110x25 cm)

Recovery for brick. Tile bats.

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

P & L in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering, all work upto 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 7.5 in foundation and plinth with Cement mortar 1 : 4 (1 cement : 4 coarse sand)

Supplyand fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation 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.

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) : Flush / Ruled/ Struck or weathered pointing.

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

Recovery for outlet

Dressing of dowels in addition to payment for dressed earthwork if top width of dowel is less than 1 meter .

Extra charge for water spray on sub-grade of canal in bed & side slopes before laying plain concrete/ brick/ tile lining.

dayanand contractor