Providing LWSS to PC habitations and group of villages of Kot Dhawali in GP Bahri in Tehsil Dharampur District Mandi HP

Amount

Excavation in foundation, trenches etc. (in pipes and pits) in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying cement concrete 1:6:12 (1 cement :6 sand :12 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all lead and lifts .

Providing and laying cement conrete 1 : 3 :6 . ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge.

Providing and laying cement concrete work 1:2:4( 1 cement :2 sand :4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Stone/Boulder filling under floor / behind retaining walls.

Square rubble stone masonry coursed with hard stone of approved quality in foundation and plinth I/c racking out of joints in CM 1:6 in all leads and lifts.

Random rubble stone masonry coursed with hard stone of approved quality in foundation and plinth I/c racking out of joints in CM 1:6 in all leads and lifts.

Providing and laying damp proof course 38mm thick with cement concrete 1:2:4 (1 Cement : 2 Sand : 4 graded stone aggregate 12.50mm nominal size and curing complete in all leads and lifts.

Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70 kg. per sqm. on damp proof course after cleaning the surface with af loating piece of cloth lightly socked in kerosene oil in all leads and lifts.

Brick work using common burnt clay 2nd class building bricks in supper structurs above plinth level upto floor two level in cement mortar 1:6 (1 cement :6 sand) in all leads and lifts.

Half brick masonry in common burnt clay 1st class building bricks in superstructure above plinth level upto floor two level in cement mortar1:4 (1 cement :4 sand)

Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-

In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Beam, cantilever, girders & lintels sides & soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr in depth in all heights from floor as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete 1 : 1½ : 3 mix. ( 1 cement : 1½ : sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in :

Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge.

Suspended floors, roofs, landing , shelves and their supports balconies , beams girders, bressumers, and cantilever upto floor two leval .

Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge.

Beam, cantilever, girders & lintels sides & soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr in depth in all heights from floor as per direction and to the entire satisfaction of Engineer-in-charge.

Arches upto floor two level in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-charge.

Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting & propping etc. height of propping & centring below supporting floor to ceilling not exceeding 4 mts. And removal of the same for insitu-reinforced concrete and plain concrete work in :

Arches upto 6.00 mtrs span as per direction and to the entire satisfaction of Engineer-in-charge..

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

Cement concrets flooring 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40 mm thick) as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift.

15mm thick cement plaster in single coat on fair side of brick /stone /concrete walls for interior plastering upto floor two level I/c arrises, internal rounded angles, chambers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 (1 cement :6 sand)

6mm cement plaster to ceiling in cement mortar 1:4(cement :4 sand)

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1 cement :3 sand :6 graded stone aggregate 20mm nominal size including curing complete as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Providing Tor steel reinforcement for RCC work I/c bending ,binding and placing in position complete upto floor two level.

Steel work welded in build up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction of Engineer-in-Charge upto all lead and lift.

Providing wood work in frames of doors, windows, clerestory, windows and other frames wrought, framed and fixed in position complete 2nd class Deodar wood as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jump lock jamb, beed and if required angle threshold of mild steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by mechanical means, adjustable lugs with split and tails to each jamp including steel but things 2.5mm thick with guards, lock strike plate and shock .

Providing and fixing wood Panalled , glazed or panelled and glazed shutters for doors, windows and clerestorey 40mm thick windows I/c bright finished black enamelled iron hinges with necessary screws.

Providing and fixing wire guage shutters using galvanised M.S. wire guage of I.S. guage destination 85 G with wire of dia 0.56 mm for with necessary screws 40 mm thick 2nd class Deodar wood doors, windows and clerestory windows including bright finished black enamelled iron hinges.

Providing and fixing M.S. fan clamp (type-1 of 16mm dia M.S. Bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop all as per standred design complete.

Providing 40x3 mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embeding in cement concrete block 30x10x15cm (1:3:6 (1 cement :3 sand :6 graded stone aggregate 20mm nominal size) complete as per direction and to the entire satisfaction fo Engineer-in-charge upto all lead and lifts.

Providing and fixing following anodyzed aluminium fittings of anodized transparent and shade with necessary screws etc. Complete.

Sliding door bolts 250X16mm.

M.S. Tower bolts (barrel type) 250x10mm as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

M.S handles 125mm dia

Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt and dust and other foreign matter.

Applying Priming coat on new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter with ready mixed paint other than white as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lifts.

Painting two coat (excluding Priming coat )on new wood and wood based surface with ready mixed paint brushing to give an even shade I/c cleaning of all dirt dust and other foreign matter, sand papering and stopping with white enamel paint as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lifts.

Disempering with dry distemper of approved brand and manufacture (Two coats) and of shade on undacotrated wall surface to give and even shade over and including primer coat of whithing after throughly brushing the surface free from motar dropping and otheer foreign matter including preparing within all leads and lift complete in all respect.

Pointing on brick work with cement motor in 1:3 (1cement:3sand)

White washing with lime on undecorated wall surface two coats to give an even shade I/c throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

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

Laying, jointing & testing of G.I pipe of following dia (light class) for outlets pipe & scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Labour rate)

150 mm dia

50 mm dia

Providing and fixing Gun Metal peet valve of following dia screwed type as per IS.778 Marked complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge..

50 mm dia

Providing and fixing double flanged Cast Iron sluice valve of following dia of Leader/Kirloskar make conforming to IS: 14846/2000 with up to date amendment as per Class PN-1.00 to withstand in normal seat pressure of 10.20 Kg/cm2 including champion sheet gasket 3mm thick, welding with M.S. flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

150 mm dia

Providing and fixing Manhole cover of size 60x60 cm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hings, handles, 8 Nos hold fast and locking arrangement along with lock and key of standred make primer two coat with redoxide paint complete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismentalling of RCC work complete as per direction and to the entire satisfaction of Engineer-in-Charge.

20mm thick cement plaster in single coat on fair side of brick /stone /concrete walls for interior plastering upto floor two level I/c arrises, internal rounded angles, chambers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 (1 cement :6 sand)

Providing and fixing MS grills of required pattern in wooden frames of windows etc. with MS flats, square or rounded Plain grill, Detail of cost for grill 90x120cm= 1.08 Sqm.bars with round headed bolts and nuts or by screrws.

Construction of PCC drain concrete mix of 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete including cost of centring and shuttering in Foundation and Plinth (size 300 x3 00 mm)

Providing and laying brick tiles over mumty roof grouted with cement motor 1:3 (1cement:3 sand) over a 12mm layer of cement motor 1:3 (1Cement:3sand) and finished neat over RCC slab (sloped portion)

Terrazzo tile flooring present terrazzo tiles 20mm thick marble chips of specified size laid in floors tresde of steps and landing on a bed of 25mm average thickness of cement motor 1:6 (1cement: 6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of follwing shades with in all leads and lifts complete in all respect.

ranjeet singh