CAD work for Providing FIS Peja Phase 1st in GP Khashdhar in Tehsil Chirgaon Distt Shimla HP

Amount

Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pickwork jumper work blasting soft and hard rock and through conglomerate rock upto all leads and lifts stacking the excavated soil not more than 3mtrs clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundations etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth in all leads and as directed by the Engineer in-charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer in Charge

Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads and lifts as per the direction of the Engineer - in - Charge.

Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness.

Edge of slab and break in floor 20 cm wide

Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcment for reinforcement concrete work in :-

i) Foundation and plinth (bed) with in all leads and lifts as per the direction of the Engineer - in - Charge.

ii) Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses, plinth and string courses etc. from top of foundation level up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

Providing mild steel/tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the direction of the Engineer in charge.

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

Providing and laying (pours) No fine concrete 1:4 (1Cement : 4 graded stone Agg. 40mm and above and curing complete with weep hole or pours etc. with in all leads and lifts as per the direction of the Engineer in Charge.

R/R masonary/polygone rubble masonry (uncoursed/brought to course) with hard stone of approved quality in foundation & plinth including levelling up with cement concrete 1:6:12 (1cement:6sand:12aggrigate 20mm nominal size)at plinth level in CM 1:6 (1cemen

C/O Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. with in all leads and lifts as per the directions of the Engineer in charge.

Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts.

Bottom layer broken stone 50mm to 75mm

10 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in CM 1:3 (1cement:3sand) with in all leads and lifts as per the direction of Engineer - In- Charge.

Providing and fixing Man Hole cover with frame & stair case of M.S. sheet and angle size 450x450mm(weight of Main-Hole & stair case arenot less 35kg & 75 kg). Including welding and cutting charges as per direction of Engineer in Charge.

White washing with lime on undecorated wall surfaces (two coats) to give an even shade encluding throughly broming the surface to remove all test dirt and other foreign matter with in all leads lifts as per direction of Engineer-in-charge.

Laying, jointing, testing and commissioning in trenches High Density Polyethene (HDPE) tube of following dia including providing and fixing tube fittings such as reducer increasers, sockets, union,tees,bends etc. where ever required ( earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.

160mm dia PE 80 PN-4

125mm dia PE 80 PN-4

Mohmad Zakir Husain

Anuj Kumar Govt Contractor

ZAFIR HUSSAIND

GAURAV SHUKLA GOVT CONTRACTOR

Sushil Chauhan