Extension of New Kumthal Minor from RD 9500 to 19074 Tail offtaking from RD 36687L SGC Unlined

Amount

Providing, lowering, laying, cutting (cut surface to be uniformly finished),jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2(1200 mm dia) MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to theEngineer - in -charge. as per (HSR 20.62.13)

Providing, lowering, laying, cutting (cut surface to be uniformly finished),jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2(1000 mm dia) MARKED WITH IS : 458-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to theEngineer - in -charge. as per (HSR 20.62.12)

1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2)

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 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. as per HSR 4.14.1

Filling expansion joints, with special impervious hot pour, 12.5 per metre mm wide.as per HSR-14.18

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect below plinth level.Thermo Mechanically Treated bars of grade Fe-500D or more. as per HSR-6.33.6

Excavating, supplying and filling of local earth (including royalty) cum by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc.complete.as per HSR-4.33(Desired)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge..as per HSR 4.12.1

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:3 (1 cement: 3 coarse sand) As per HSR Item No.(7.21,1-7.9)+7.8(desired)

Supply and fixing APM block @Rs.5000/-each(Lumsum NS item)

Centering and shuttering including strutting,propping etc. and removal of form forSuspended floors, roofs, landings, balconies etc. (HSR item no.6.30.3)

Providing and laying in position specified grade of reinforced cement concrete,1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size) excluding the cost of centering, shuttering, finishing and reinforcement as per (HSR item no.6.14.1)

Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts: (HSR 6.29.3)

Providing and laying in position cement concrete of specified grade 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal sizeexcluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:HSR 6.1.4

Providing Gates and Gearing on Head Regulators

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50m complete as per HSR 4.16.1.3+4.17(derived for 1200 mm dia pipe)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:complete as per HSR 4.16.1.3+4.17 per rmt (derived for 1000 mm dia pipe)

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. HSR no.5.7.4

Supply fubrication fixing and testing stainless steel munnal case bar screen with flat bag 50mmx10mm, spacing of bars 50 MM suitable for mounying in Channel of Specified size with includiution not moe than 45 digree and a moveabe covere contaners 1MM capcity complete in all respect as per technical specification and the direction of the engineer manually raked course bar screen with 50 MM clear being for following peak flow and up to3MM channel depth 75.1MLD to 85 MLD

Demolishing R.C.C. work manually/ by mechanical means cum including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - incharge.HSR No.5.25

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. HSR No.5.23.2

Providing and laying dry brick on edge flooring in required pattern with bricks sqm of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. .As per HSR item no.10.34

Demolishing dry brick pitching in floors, drains etc. including cum stacking of serviceable material and disposal of unserviceable material within 50 metres lead (HSR item no.17.75)

Charge Of Road Cut Paid to B&R(@Rs.260/-per sft.collected from SDO B&R Copy enclosed)

Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading,unloading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge.HSR item No.21.28

Credit of Dismanteld old Bricks

Credit of steel

The Kusumbi Dhani Co-op L&C Society Ltd.