Augmentation Improvement for increasing population of WSS Manali, Nasogi and group of villages in Tehsil Manali Distt. Kullu H.P.

Amount

Excavation in foundation trenches etc. in all kinds of soil in all leads and lifts such as pick work, jumper work in saturated/un saturated soil including bailing out water, blasting work in hard/ soft rock or chieselling in hard/soft rock where blasting in prohibited in all leads and lifts stacking the excavated earth more than 3mtr. clear from the edge of excavation and then returing the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing od all surplus excavated earth as directed with in all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts complete in all respect.

Cutting in earth work and disposal of excavated earth in all kinds of soil in pick work, jumper work and blasting work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts.

Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level in Cement Mortar 1:6(1 cement:6 sand)

Construction of dry rubble masonary in vertical wall complete in all respect in all leads and lifts.

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

Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded crushed stone aggregate 40mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per the entire satisfaction & direction of Engineer - in - charge.

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 and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in:-

Foundation, footing and base of coloumn and like mass concrete with in all leads and lifts complete in all respect/

wall (any thickness but not less than 0.10 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level.

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

Foundations, footings, basis of columns & the like and mass concrete.

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

Suspended floor, Dome roofs, landings shelves and their supports balconies, beams, girders ,bressumers and cantilevers etc in all leads and lifts of any shape.

Beam cantiliver girders and lintels Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor.

Providing from 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 ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in:- in arches exceeding 6 mtrs. sapn. (in dom roof of tank any shape and size)

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level i.c cost of binding wire with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering,shuttering,strutting and propping etc. with wooden battons and ballies,height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtr and removal of the samefor in situreinforced and plain concrete work in :-

Flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. up to 200 mm in thickness including all leads and lifts complete in all respect.

Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like.

Beam cantiliver girders and lintels Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 Mtr. in depth in all heights from floor.

Sloping or battering surfaces including folded plates

Edge of slab including all leads and lifts complete in all respect.

6mm thick cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) with in all leads and lift complete in all respect

15 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) with in all leads and lifts

Pointing on brick work with cement mortar 1:4 (1 cement:4 sand) with in all leads and lifts complete in all respect Raised and cut

Stone soling under floor with in lead as per direction of the Engineer in charge.

Cement concrete flooring 1:2:4(1cement 2sand 4 graded stone agg.20mm nominal size ) laid in a single layer finished with a floating coat of neat cement within all leads and lifts.40mm thick

Providing and fixing M.S. grills of require pattern in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts or by screws with in all leads and lift complete in all respect

Providing wood work in frames of doors, wndows, clerestory windows and other frames wrouhgt, frramed and fixed in position in 2nd class Deodar wood within all leads and lifts as per direction & satisfaction of Engineer-in-charge.

Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished black enammeled iron hinges with necessary screws: 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of Engineer-in-charge.

Providing and fixing wire gauge shutters using galvanised M.S.wire gauge of I.S gauge designation 8SG with wire of dia 0.56mm for doors windows and clerestory windowsincluding bright finished black enamelled iron hinges with necessary screws 30mm thick 2nd class deodar wood with in all leads and lift complete in all respect

White washing with lime on undecorated wall surfaces(two coats) to give an even shade including thoroughly brooming the surface to remove all dust dirt & other foreign matter with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge.

Distempering with dry distemper of approved brand and manufacturer (two coats) and of required shade on un-decorated wall surface to give an even shade over and including priming coat of whiting after througly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect. in all leads and lifts.

Applying priming coat on new wood and wood based surfaces with ready mixed paint and brushing to give an even shade including cleaning of all dirt,dust and other foreign matter with in all leads and lifts complete in all respect.

Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paint to give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with readymade paint other than white with in all leads and lifts.

Providing and fixing anodized alumnium sliding door bolt anodized transparent or dyed to required colour and shade with bolts and nuts and screw complete with in all leads and lift

Providing and fixing aluminium tower bolts(barrel type)anodized transparent or dyed to required shade and colour with screws etc.complete

Providing and fixing aluminium handles anodized transparent or dyed to required colour or shade with necessary screws etc. complete with in all leads and lifts 125mm

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement: 3sand: 6 graded stone aggregate 20mm nominal size). with in all leads and lifts

White glszed tiles 6 mm thick in flooring, treads of steps and landing laid on a bed of 12 mm thick cement mortar 1:3(1cement:3sand and jointed with cement sluury complete in all respect in all leads and lifts.

Laying , jointing and fixing inlet, outlet & scour pipe (LG) including all leads and lifts 100mm dia

Providing and fixing tank vent of 0.75mtr. Dia and 0.60mtrs. In heightconsisting of RCC 1:2:4 support frame and dome top cap, providing with MS square vertical bar screen of 6mm dia, 0.075 meters centre to centre covered with mosquito proof G.I. wire mesh etc. complete in all respect.

Providing and fixing steel/fibre CSFRC man hole cover 500 mm dia medium duty and frame confirming to IS-12592 part-II 1990 with latest amendments complete in all respect.

Providing and fixing of ISI marked Gun metal wheel valve for water works purpose as per IS 778:1984 (reaffirmmed-2010) with latest ammendments in all leads and lifts as per the entire satisfaction of engineer in charge complete in all respect.

100 mm dia meter for inlet, outlet and scour

Providing and fixing of ISI marked Peet valve for water works purpose as per IS 778:1984 (reaffirmmed-2010) with latest ammendments in all leads and lifts as per the entire satisfaction of engineer in charge complete in all respect.

50 mm dia

Providing and fixing of ISI marked Cast iron sluice valve PN-1 of Leader,Pelican, Kirloskar,all approved make for water works purpose as per IS 778:1984 (reaffirmmed-2010) with latest ammendments in all leads and lifts as per the entire satisfaction of engineer in charge complete in all respect.

65 mm dia

150mm dia

Constructing manhole cover with precast RCC slabs size in cement concrete 1:2:4(1cement:2sand:4gradd stone sggregate 20mm nominal size and curing complete including cost of steel and form work. The internal size of cover 450 mmx610mmx100mm including providing & fixing of MS angle iron frame of suitable size with ISA 50x50x4mm complete with hold fasts & two handle 7 one coat of red oxide paint with in all leads and lifts & as per the entire satisfation & direction of the Engineer in charge.

Providing and placing in horizontal layers filtering media duly graded, screened, cleaned and washed as specified and to the entire satisfation of the Engineer in charge.

Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00).

Second layer, Coarse sand, 3mm - 6mm

Third layer : Bajri 6mm to 20 mm.

Fourth layer : Bajri 20mm to 25 mm

Bottom layer: Broken stone 50mm to 75mm

Providing and laying cement concrete 1:2:4 (1cement:2 sand:4 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for RCC work in :- Cement concrete drain in CC 1:2:4 under the precast slab, size of drain 0.10x0.125x80mtr.

Providing, laying and placing RCC precast slab size 300mmx400mmx50mm in cement concrete 1:2:4 (1 cement:2sand:4 graded stone aggregate 20mm nominal size and curring complete.

Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth as per direction and to the entire satisfaction of Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size with 15% plum and curing complete excluding the cost of form work in retaining wall/ breast wall. The size of plum shall usually be 150mm to 300mm as per HPPWD specification in all respect and as per direction and to the entire satisfaction of Engineer-in-charge.

Steel work in single section including cutting hoisting R.S. joints channel angles iron 40x40x5mm thick abgle iron for post complete in all respect.

Providing and fixing of 1.80m high barbed wire fencing with M.S. angle iron of size 40x40x6mm minimum 2.50mtrs. C/C with nine horizontal rows and two diagonal rows of galvanised steel barbed wire (IS-278-1962 type-1) weight of 9.38 kg./100mtrs.(minimum) storical and fixed to post complete cost of posts structs and straining bolts shall be paid for separately horizontal and diagonal wire.

Providing and fixing of compound steel gate of size 1350x900mm fixing in IMAC channel of 75x75mm (1.96m over all) with hinges including gate made of angle iron 40x40x6mm for horizontal and vertical strips respectively welded within all respect including old strip size 300x16mm with necessary accessories complete in all respect including fixing the gate with hold fast and MS plate 10x10x6mm with in all leads, lift and to the entire satisfation of Engineer in charge

Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)in all leads and lifts as per the direction of Engineer-in-Charge.

Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh) within all leads and lifts and as directed by Engineer in charge

Providing 40x3mm flat iron hold fast 40cm long i.e fixing to from with 10mm dia bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6 ( 1cement 3 sand 6 graded stone agg. 40mm nominal size in all leads and lifts.)

Brick work using common burnt clay building bricks in super structure above plinth level up to floor two level in cement mortar 1:6(1cement:6sand) of 2nd class bricks complete in all respect with in all leads and lifts.

Half brick masonary in common burnt clay buildings bricks in super structure above 1st floor level in cement mortar 1:4(1cement:4sand) 2nd class bricks with in all leads and lifts.

Laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of Galvanized mild steel tubes (G.I. pipe) of following dia meters confirming to IS1239-2001(latest with upto date amendments) having wall thickness as specified below with bevelled/plain ends in a random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, bends etc. as per site requirements made from parent tubes. The laying of pipe will include all operation such as cutting, welding and jointing, fabrication of bends, tees, etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made from the parent tube during welding or otherwise shall be provided anticorrisive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specifications C-203-1978. The welding electrods shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfation & direction of Engineer in charge with in all leads and lifts(Earth work in trenches will be measured and paid for separately) (Labour rate)

G.I. Pipe 150mm dia WT-4.80 (Medium Class)

Laying, jointing and testing in trenches to be levelled to grades, GI flanged pipes of following diameter confirming to IS:1239-1990( Part-II) having minimum wall thickness as per IS code and class of pipes specified below, provided and jointed with flanges conforming to tables as specified below of BIS 6392-1971 welded at both ends according to relevant BIS standards and detailed specifications and provided with nut & bolts of required sizes, 3mm thick compressed asbestos fiber jointing gasket / synthetic rubber gasket confirming to relevant BIS codes including all kinds of flanged short pieces, bends, tees & other specials etc made from parent tubes & welded with flanges of tables as applicable for the particular reach as per site conditions including flushing, cleaning & hydraulic testing as per directions of Engineer-in-charge.

G.I. Pipe 150mm dia WT-4.80 FT-5 (Medium Class)

Laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately)

65mm dia

50mm dia

Haminder Pal

competent associates