CO WSS Eklavya Model Residential School EMRS in Tehsil Nichar Distt. Kinnaur H.P.

Amount

Cutting in earth work in all kinds of soil such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited and disposal of excavated earth within all leads and lifts.

Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed: in P/J Work.

Providing and laying cement concrete 1:6:12 (1 cement:6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centring and shuttering in: Foundation and plinth:

Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in: Foundation and plinth

Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in:

a) Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Lloors etc. upto 200mm. In thickness with in all leads and lifts.

b) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts.

Manufacturing & Supplying of fencing panel of size 2.40m x 1.20m fixed on all sides with ISA 40x40x5mm as per drawing. Three pieces of similar section of 0.25m long be fixed at the bottom frame & two pieces of 20x4mm flat on both the vertical sides be fixed as hold fast. The operation of manufacturing shall including cutting of Hard-drawn steel wire fabric square mesh of 3.0mm wire and 25mm pitch, Angle Section & welding of wire mesh, angle with 20x4mm flats on all four sides and applying a priming coat of steel primer after pretreatment of surface to the entire satisfaction of the Engineer-in-Charge.

P/F compound gate as per standard design i.e not less than 40 Kgs. with in all leads and lifts.

Providing and laying in reraining wall and breast wall 10.0 Kgf/cm2 working pressure unplasticized P.V.C. Pipes (Confirming to IS: 4985-1968) to make weep holes complete including making good the walls. (a) 100mm nominal dia

Providing and laying cement concrete 1:5;10 (1cement :5sand :10 graded stone aggregate 40mm. nominal size) with 15 % plum and curing complete excluding cost of form work in retaining walls/ Breast walls, the size of plums shall usually be 150mm. to 300mm. as per H.P.P.W.D.Specification.

Steel work bolted in built up sections,including cutting , hoisting ,fixing in position and applying a priming coat of red lead paint. In gratings, Framed guards, bars ladders railings brackets and similar works.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand)

Manufacturing and supplying of MS Wheel Valve Chamber of size 450x450x450mm made of 2.0mm MS Sheet fixed on top & all four sides with ISA 35x35x4mm frame as per drawing. Pieces of MS Flat 20x4mm, 0.10m long be fixed on all sides as hold fast. The operation of manufacturing shall including cutting of MS Sheet, Angle Section & welding of MS Sheets, Angle Section, Hinges, Handles 150mm long, 20x4mm flats, locking arrangement and applying a priming coat of steel primer after pretreatment of surface to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth:

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

Foundation footings bases of columns and the like and mass concrete.

Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level :

Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level.

Providing and laying no fine cement concrete 1:6 (1 cement: 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:- Foundation and plinth, walls etc.

White washing with lime on undecorated wall surfaces two coats to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter.

Providing tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level to the entire satisfaction of the Engineer in charge.Tor steel with in all leads and lifts.

P/L RCC work 1:2;4 (1 cement :2 sand : 4 graded stone agg. 20mm N/s) and curring complete excluding the cost of form work and reinfocement for reinforced work in:- suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts.

Providing and fixing of 3.15mm MS Sheet Manhole cover 600x600mm with locking arrangement.

Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleaned as specified by the Engineer-in-charge.

Top layer: Fine sand screened, cleaned, washed and graded effective size 0.2 to 0.4mm with uniformity cofficient 0.2 to 3.0 from approved source.

Second layer: Coarsed sand screened, cleaned, washed and graded from 3mm to 6mm from approved source.

Third layer: Bajri screened, washed and graded from 6mm to 20mm from approved source.

Forth layer: Bajri (coaused) screened, washed and graded from 20mm to 25mm from approved source.

Bottom layer: Broken stone screened, washed and graded from 50mm to 75mm form appoved source.

Bricks layer under bottom layer of filter media.

Excavation in foundations, trenches etc in all kinds of soil such as pick work, jumper work blasting hard or soft rock chiseling where blasting is prohibited, slushy daldal or saturated soil with in all leads and lifts, stacking the execvated soil not more than 3 mtr and then returning the stacked soil in 15cm layers, when required in to plinths sides of foundations etc, consolidating earth deposited layher by ramming and watering and then disposing of all surplus excavated earth as directd by the Engineer-in-Charge with in all leads and lifts.

Laying & Jointing in treanches GMS tube (MG) and tube fitting (earth work in trenches to be measured and paid seprately) as per the direction of the Engineer-in-Charge including all fittings complete.

80mm dia

65mm dia

50mm dia

Providing and Fixing Gun Metal wheel valve with hand wheel (Superior Quality) complete.

80mm dia

65mm dia

50mm dia

RAHUL KAPATIYA

HITESH KUMAR CONTRCATOR

UDHAM JOR NEGI CONTRACTOR

Jia Lal Kapatia

PITAMBER DASS NEGI CONTRACTOR