Augmentation and Improvement of various LWSS under Bhoranj Constituency under ADB Distt. Hamirpur H.P. Source level augmentation and providing left out FHTC under Jal Jeevan Mission in G.P. Bakera

Amount

Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work blasting work in soft or hard rook or by cum chiselling soft/ hard rock where blasting is prchibited in all leads and lif-ts including trimming and dewatering where ever required dressing of sides and bed stacking the excavated soil clear from the edge of excavaton and then returning the excavated soil after completion of work in 15cm layers when required into plinths, side of foundation etc. Consolidating each deposited layers by remming and watering and then disposing of all surplus excavated earth as direction within a lead of 20 mtrs. pick jumper work 50% each.

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

Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Providing form work of steel shuttering with steel plat as 3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete and plain concrete work in:-

Flat surface such as soffits of suspended floors, roofs,landing and the like floor etc.upto 200mm in thickness as per direction and to the entire satisfactioin of Engineer-in-Charge upto all lead and lifts.

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.

Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cnatilevers, bressumers 1.00 mtrs in depth in all heights from door in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in : Arches beyond 6.00 mtr. Span.

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:-

Suspended floors, roofs, landing , shelves and their supports balconies , beams girders, bressumers, and cantilever upto floor two leval as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete M-25 (Design mix) not leaner than 1:1½: 3 (1 cement: 1½ sand: 3 graded crushed stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :-

In foundatin and footing, bases of columns and the like mass concrete complete as per direction and to the entire satisfaction of Engineer-in-Charge.

Walls (any thickness but not less than 0.10 metre thickness) including attached pillaster buttresses, plinth and string courses etc. from top of foundation up to floor two level as 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 as per direction and to the entire satisfaction of the Engineer-in-charge.

Arches upto floor two level.

Squarred rubble masonry/Polygonal rubble masornry ( uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including racking out of joints in CM 1:4 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 agg. 12.5mm nominal size) and curing complete.

Applying a coat of hot bitumen (mexphalt 80/100 or equivalent) using 1.70 Kg per sqmt. On proof course after cleaning the surface with a pice of cloth lightly soaked with kerosene.

Brick work using common burnt clay 2nd class building bricks in supper structurs avobe plinth level upto floor two level in cement mortar 1:6 (1 cement :6 sand)including curing complete as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Cement concret 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 (40mm thick)including curing complete as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift.

20mm thick cement plaster in single coat on rough side of brick /stone /concrete walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar1:6 (1 cement :6 sand)including curing complete as per direction and to the entire satisfaction fo Engineer-in-charge upto all lead and lifts.

6mm Cement plaster to ceiling in cement mortar 1:3 (1 Cement :3 sand)including curing complete as per direction and to the entire satisfaction of Engineer -in-Charge upto all lead and lift.

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

Providing and fixing wood Panalled , glazed or panelled and glazed shutters for doors, windows and clerestorey windows I/c black enamelled iron but hin-ges with necessary screws 40mm thick using 2nd class deodar wood as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lift.

Providing & fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G with wire of dia 0.56 for with necessary screws 40mm thick 2nd class Deodar wood doors windows and clerestory windows including bright finished black enamelled iron hinges as per direction and to the entire satisfaction of Engineer-in-Charge.

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

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

Applying priming coat over 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 brushing wood primer pink as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lift.

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

White washing with lime on undecorated wall surface two coats to give an even shade including 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.

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) as per direction and to the entire satisfaction of Engineer -in-Charge.

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

Sliding door bolts 250x16mm.

M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

M.S. tower bolts (Barrel type) leads and lifts. 150x10mm.

M.S. handles 125mm dia

Providing and fixing of MS round bars in windows and ventilators.

Stone / Boulder filling under foors / behind retaining walls.

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

Precast concrete block masonry in partitions walls 10cm thick with solid blocks of approved size including quion block closer etc. made of cement concrete 1:3:6 ( 1 Cement :3 sand :6 grade stone

Providing Tor steel reinforcement for RCC work I/c bending ,binding and placing in position complete upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts.

Steel work welded in built up sections trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of red lead paint in gratings framed guard, bars,ladders railling, brackets and similar work.

Laying and jointing & testing of G.I pipe for outlets pipe scour pipe and over flow pipes etc. in all leads and lifts. As per direction and to the entire satisfaction of Engineer-in-Charge.(Labour Rate)

80mm dia (Medium Class)

100mm dia (Medium Class)

50mm dia (Medium Class)

Providing and fixing C.I. Sluice valve (with hand wheel) as per IS:780-1984 class-I upto 300mm dia (including brass spindle & as per 2906-1984 class-II for dia > 300mm) complete with bolts nuts, rubber insertion etc., ( be tail piece if required shall be measured & paid for separately. 80mm

C/O Chamber for sluice valve with CI surface box 100mm top dia 160mm bottom dia & 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 gradedstone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1 cement :5 sand :10 graded stone aggregate 40mm nominal size ) & inside plastering with cement motor 1:3 (1 cement :3 sand) finished with a floating coat of neat cement i/c curing complete 600x600x750mm inside size with 150mm thick walls of RCC 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6mm bars at not exceeding 150mm centres both ways complete in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

Providing and fixing C.I. Main hole cover with frame hav ing frames size of 500mm internal dia (Medium dutgy). The weight of cover & frame should not be less than 116 Kg.

Providing and fixing SFRC Man hole cover with frame having frames size of 500mm internal dia shoule not be less than 100 Kg.

Providing & placing in horizontal layers of filtering media duly graded, screened, washed & cleaned as specified by the Engineer-in-Charge :

Top layer : Fine sand ( Eff. Size 0.20mm to 0.40mm & uniformity coefficient 2.00 to 3.00)

2nd layer : Coursed sand 3mm to 6mm

3rd layer : Bajri 6mm to 20mm

4th layer :Bajri 20mm to 25mm

Bottom layer : Broken stone 50mm

AVINASH THAKUR

M/s.Pawan Kumar Sharma

yashvir sing patial

RANDEEP SINGH GOVT CONT

Rajat Attri

VINAY KUMAR GOVT CONT

Ajay Kumar