Constt. of lane drain from link road to house of sardari lal moh. SC

Amount

Earth work in excavation by in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil :25 meter beyond 1 m from cutting edge including all carriages and lifts

Providing and laying in position cement concrete of specified grade inculding curing but excluding the cost of centring and shuttering- All work upto plinth level in 1:5:10(1 cement:5 coarse sand:10 garded stone )40 mm nominal size including all lift and carriages

Providing and laying in position cement concrete of specified grade inculding curing but excluding the cost of centring and shuttering- All work upto plinth level in 1:3:6(1 cement:3 coarse sand:6 garded stone )20 mm nominal size including all carriages and carriages

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including carriage

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level

Centering and shuttering including strutting, propping etc. and removal of form work for

Foundations, footings, bases for columns

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil:rbm filling including all carriages

Supplying and stacking at site Graded crushed stone aggregate of size including carriage complete

63 mm to 45 mm

13.2 mm nominal size (Type A)

crusher dust/ good earth

53 mm to 22.4 mm

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm

2 cm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 16.40.1 With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphal

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete

Add cost of sign board

OM PARKASH

M/S KK GOVT CONTRACTOR

JHANDA RAM

JARMAJ SINGH CONTRACTOR

VIRESHWAR PADHA GOVT CONTRCATOR