Improvement and Augmentation of LWSS Chour Kalyari under JJM in Tehsil Dadahu Distt. Sirmour HP

Amount

Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. With all lift stacking the excavated soil not mote than 3 mtrs clear from the edge of the excavtion and then returning the stacked soil in 15 c.m. layer when required into plinth side of foundation etc. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth in all leads, lifts complete in all respect and as directed by the Engineer Incharge.

Providing and layinng cemment concrete 1:6:12 (1 cement:6app sand:12app graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, and carrige of material at site and as directed by the Engineer Incharge .

Brick using common burnt clay building bricks ( 11 class) including racking out joints in cement morter 1:6(1cement:6app sand)extra for super structure above plinth level and upto floor two level including all leads lifts and carrige of material at site and as directed by the Engineer Incharge .

Demolition above G.L. up to floor two level including disposal of unserviceable materials with in 20 mtr lead and I/c cutting the necessary rienforcement and separating out from R.C.C. work.

Providing form work with steel plates 3.15 mm thick with angle iron in frame 30*30* 5 mm so as give a rough finished including centring ,shuttring , strutting and proping etc. height or proping etc. height or proping and centring below supporting floor to celling not exceeding 4 mtrs and removal of the same for insitu reinforced concrete and plain concrete work in ,including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

1) Flat surface such as soffits of suspended floors , roofs, landing and the like floor etc. upto 200mm in thickness.

2)vertical surface such as walls (any thickness) partition and the like I/c attached pillasters, buttresses, plinth and string sourses and the lick

3) Edge of slabes

Providing and laying rainforced cement concrete work 1:2:4(1cement:2app sand :4app graded stone aggregete 20mm nominal size and curing complete excluding cost of form work and .reinforcement for RCC work in suspended floor roof , landing shelves and their supports balconies beams, girders bressumer and cantilevers upto floors two level in all height and depth, including all leads , lifts and carriage of material at site and as directed by the Engineer Incharge.

Providing for steel reinforcement for RCC work including banding , binding and placing in polisition complete upto floor two level leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Demolition below G.L. up to 1.50 mtrs depth and disposal of unserviceable materials with in 20 mtr lead unreinforced cement concrete more then 15cm thickness. I/c all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Cement concrete flooring 1:2:4 (1cement :2app sand:4app graded stone aggregate 20 mm nominal size ) laid in one layer finished with a floating coat of neat cement 40mm thick including all leads, lifts and carrige of material at site and as directed by the Engineer Incharge.

Dismantling doors,windowos and clearstory windows,ventilators etc. (wood or steel) shutters I/c chowkhats, architravas,holdfasts and other attachments etc. complete and stacking them with 20mtrs lead not exceeding 3sqm. In area.including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing pressed steel door frames conforming to manufactured from commercial mild steel sheet of 1.25 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.25 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc.complete as per architectural drawings and directions of engineer- in-charge.

Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side

Applying priming coats over new metal and metal based surfece after and including preparing the surface by thoroughly cleaning oil , grease, dirt and other forign matter sand papering and knotting ready mixed paint brusing wood primar pink, including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Painting two coats (excluding priming coat) on new metal based surfece with enamal paint to give an even shade including cleaning the surface of all dirt dust and other foreiign matter , sand papering and stoping with paint other then white , leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Demolition above G.L. up to floor two level including of unserviceable materials with in 20 mtr lead un-reinforced cement concrete more then 15cm thickness. I/c all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

20mm cement plaster in single coat on rough side of brick stone masonary for interier plastering upto floors two level including arrisis ,internal rounded angle ,chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth in cement morter 1:6(1cement:6app sand)including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

6mm cement plaster to ceiling in cement morter 1:4 ( 1cement:4app sand) including all leads ,lifts and carrige of material at site and as directed by the Engineer Incharge.

Applying one coat of distemper primer of approved brand and manufacture on wall surfaces after thoroughly brushing the surface free from mortar dropping and other foreign matter and including preparing the surface even and sand papered smooth as directed by the Engineer Incharge.

Distempring (two coats) with oil bound washable distemper of approved brand and manufacture and of requried shade on undecorated wall surfaces to give an even shade over and including apriming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth. Priming coat with distemper primer as directed by the Engineer Incharge.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces ( two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with etc. necessary screw complete

(a) Sliding door bolts 250 x 16 mm.

(b-i) M.S. tower bolts (Barrel type) leads and lifts. 250 x 10 mm.

(b-ii) M.S. tower bolts (Barrel type) leads and lifts. 200 x 10 mm.

(b-iii) M.S. tower bolts (Barrel type) leads and lifts. 100 x 10 mm.

(c-i) M.S. handles 125 mm dia

(c-ii) M.S. handles 100 mm dia

Providing and fixing M.S hooks and eyes 100mm including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing plinth protection 50mm in cement concrete 1:3:6(1cement :3app sand:6app graded sotne agg. 20mm nominal size) including finishing the top surfece of concrete smooth including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Constructing course rubble hammer dressed ' U ' shape open surface drain with side walls 15 x 22 cms. in cement mortor 1 : 6 (1 cement : 6 sand ) and inside plastering with cement plaster in cement mortor 1 : 3 (1 cement : 3 sand ) including earth work and laying 10 cms.cement concrete in 1 : 5 : 10 ( 1 cement : 5 sand : 10 graded stone aggregate of 40 mm nominal size and 7.5 cms.cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design. including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing M.S. fan light pivote with necessary screw etc. complete including all leads , lifts and carrige of material at site and as directed by the Engineer Incharge.

Providing and fixing PVC Pipe 80 mm dia from P or s trap to septic tank & vent. in septic tank including all leads ,lifts and carrige of material at as directed by the Engineer Incharge.

Terrazzo tile flooring with precast terrazzo tiles 20 mm thick with marble chips of specified size laid in floors,treads of steps and landing on a bed of 25 mm average thickness of cemenrt mortar 1 :6 ( 1 cement,6 sand ) jointed with neat cement slurry mixed with pigment to match the shade of tile where ever required including rubbing and polishing complete with tiles of following shades medium with in all leads and lifts complete in all respect.

Anshul Walia

Chaman Lal Contractor