Remodeling of LWSS Ambota Sanghnai in Gagret Constituency in Tehsil Ghanari Distt. Una (HP)

Amount

C/O Pump Houses, , Boundary wall, Collection tanks, and storage Tank having Capacity of 37000 ltrs. Capacity at Node No. 1 Main storage tank 149000 ltrs capacity at Node No. 3 etc.

Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge.

Providing and laying cement concrete 1: 6: 12 ( 1 cement 3 sand : 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Chaarge.

Providing and laying cement concrete (M-10) 1: 3: 6 ( 1 cement : 3sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Chaarge.

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 complete in all respect including all leads and lifts as per the direction of the Engineer-in-Charge.

1st class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 (1 cement :6 sand) in all lead and lifts as per the direction of the Engineer-in-Charge.

1st class brick work using common burnt clay building bricks in superstructure in cement mortor 1:6 (1 cement :6 sand) in all lead and lifts as per the direction of the Engineer-in-Charge.

Half brick work using common burnt clay building bricks in super structure above 1st. floor level in cement mortar 1 : 4 ( 1 cement :4 sand) of 2nd. Class bricks complete in all lead and lifts as per the direction of the Engineer-in-Charge.

Providing and fixing pressed steel door frame manufactured from commercial MS sheets of 1.25 mm thickness including hinges jump lock jamb, bead if required angle thrshold of MS angle 50x25 mm or base ite of 1,25 mm presses MS welded or rigidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel butt hinges 2.5 mm thick with guards, lck strike plate and shock as specified and laying a coat of steel

Profile "A"

Providing and fixing pannelled glazed and panalled and glazed shuttrs for doors ,windows and clerestory windows including bright finshied /black enemelled iron butt hinges with necessary screws fIst class deodar wood 40 mm thick. 2 nd class deodar wood complete in all respect and as per the direction of the Engineer - in- Charge.

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

Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect i/c carriage of materials with in all leads and lifts.

Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness complete in all leads and lifts and as per the direction of the Engineer-in-Charge.

Sides and sofitts of beam, beam haunching, cantiliver and bressumers and lintlels not exceeding 1 Mtrs. In depthts from floor complete in all leads and lifts and as per the direction of the Engineer-in-Charge.

Vertial Surfaces such as wall circular or curbed in plan of (any thickness, but not less than 0.10 m thickness) attached pilasters, buttresses, plinth & string course etc. from top of foundation level upto floor two level

For edges

Providing form work of ordinary timber plankings, so as to give rough finish including centring, shuttering, strutting and propping etc. with wooden battans and ballies height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete and plain In Arches upto any span in all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing and laying cement concrete 1:2:4 (1 Cement :2 Sand: 4 stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in

Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect i/c carriage of materials with in all leads and lifts.

Suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing mild/tor steel reinforcement of RCC work i/c bending ,binding and placing in position in complete up to floor two level in all leads and lifts and as per the direction of the Engineer-in-Charge.

Pointing on brick work with cement mortor 1:3 ( 1 cement: : 3 sand ) in all leads and lifts as as per the direction of the Engineer - in- Charge.Cut or weather struck/ Ruled pointing.

Providing and laying brick tiles over mumty /terrace roofs grouted with cement mortar 1:3 ( 1 cement : 3 sand) over a 12mm(twelve millimeter) layer of cement mortar 1:3( 1 cement : 3 sand ) and finished neat including carriage of material with in all leads and lifts and other incidentals.

6 mm thick cement plaster to ceiling in C.M.1:3 (1Cement,3 sand) with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:6 ( 1 cement :6 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

20 mm thick cement plaster in single coat on rough side of brick/stone/concrete walls for interior plastering up to floor -2 level including arrisses,internal rounded angles, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with in all leads and lifts and to the entire satisfaction of the Engineer-in-Charge in C.M 1:6 ( 1 cement,6 sand )

Providing and fixing MS grills of required pattern in wooden frame / pressed steel frame with MS flates square / rounds bars 12 mm dia with round headed bolts and nuts of by screws in all leads and lifts and as per the direction of the Engineer - in- Charge Plain grills.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of IS gauge specification 8 S.G with wire of dia 0.56 mm for doors,windows i/c bright finished black enamelled iron butt hinges with necessary screws 30 mm thick of 2nd class deodar wood with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Boulder filling under floor of pump house with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 Cement :3 Sand: 6 graded stone aggregate 20 mm nominal size ) in all lead and lifts as per the direction of the Engineer - in- Charge.

Constructing coursed rubble hammer dressed "U" shape open surface drain with side wall 15 X 22 cm in cementy mortar 1:6 ( 1 cement, 6 sand ) and inside plastering with cement mortar 1:3 ( 1 cement, 3 sand ) i/c earth work and laying 10 cms cement concrete in 1:5;10 ( 1 cement,5 sand,10 graded stone aggregate 40 mm nominal size ) and 7.5 cms cement concrete 1:2:4 ( 1 cement,2 sand,4 graded stone aggregate 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design with in all leads and lifts complete in all respect.

Providing 40x3mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cms 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) complete in all respect as per the direction of the Engineer -in- Charge.

P/F MS fan clamps type 1 of 16 mm dia bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of roof as per standard design complete in respect .

White washing with lime on undecorated wall surface ( three coats) to give an even shade including throughly brooming the surface to remove all dirt ,dust mortor drops and loose scale of lime wash and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge.

Distempering with oil bouind distemper of approved brand and manufacturer ( Two Coats ) and of required shade on un-decorated wall surfaces to give an even shade over and including priming coat of whiting after throughly brushing the surface free from mortar and other foreign matters with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

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

Providing and fixing sliding door bolts anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 300x16 mm

Providing and fixing tower bolts barrel type anodized transport or dyed to required shade and colour with screws com lete in all respect. 200x10mm.

Providing and fixing aluminium handle anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 100mm dia

Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter with enamel with enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge.

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 and to the entire satisfaction of the Engineer-in-Charge.

Steel work welded in built up section , trusses and framed work i/c cutting hoisting fixing in position and applying a priming coat of red lead paint in gretings, framed guards, bors ladders railing brackets and similar works.

Providing in RCC work smooth finishing of the exposed surface with cement mortar 1:3 ( 1 cement : 3 sand) complete in all respect with in all leads and lifts.

Providing and laying cement concrete 1:1.5:3 (1 Cement :1.5 Sand:3 stone aggregate 20mm nominal size) M-20 as per IS: 3370 Part-1,2009 and IS :456:2000 and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

Suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge.

Fixing inlet, outlet, over flow and Scour pipe of GMS pipe of following internal dia (medium grade) including extra carriage within all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing & fixing of following dia CI sluice valve (with hand wheel) as per IS 780:1984 Class - I upto 300mm dia. i/c brass spindle & as per 2906 - 1984 Class II for diameter more than 300mm complete with bolts, nuts, rubber insertion etc. (The tail pieces if required shall be measured & paid seprately) complete in all respect with in all leads & lifts.

100 mm dia PN-1

80 mm dia PN-1

Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 grad-ed stone aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finish-ed with a floating coat of neat cement i/c curing complete 600 x 600 x 750 mm inside syze With 150 mm thick walls of RCC 1:2 :4 (1 ce-ment :2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both waysincluding carriage of material in all leads & lifts with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing Cast Iron Man hole cover with frame Size of 500 mm internal dia should not be less than 23 Kg complete in all respect within all leads & lifts.

Providing and laying cement concrete 1:1:2 (1 Cement :1Sand:2 stone aggregate 20mm nominal size) and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in

Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect i/c carriage of materials with in all leads and lifts.

Wall (any thickness, but not less than 0.10 m thickness) attached pilasters, buttresses, plinth & string course etc. from top of foundation level upto floor two level with in all leads and lifts and as per the direction of the Engineer - in- Charge.

C/O OHSR

Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge.

Providing and laying cement concrete (M-10) 1: 3: 6 ( 1 cement : 3sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the .Engineer-in-Chaarge.

Providing and laying cement concreteusing M-25 (Not less than 1:1.5:3) as per IS: 3370 Part-1,2009 and IS :456:2000 and curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :

Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect i/c carriage of materials with in all leads and lifts.

Columns pillars,post and struts.

Lintel, Beams,cantilever,girders and lintels.Sides and soffits

Stair case(except spiral stair case)excluding landing but including preparing of the surface and finishing of nosing.

Wall (any thickness, but not less than 0.10 m thickness) attached pilasters, buttresses, plinth & string course etc. from top of foundation level upto floor two level

Suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge.

Arches for dome

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

Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect.

Columns,pillars posts,struts circular or curved in plan.

Sides and soffits of beams,beam haunchings, cantilevrs, bressumers and lintles not exceeding 1.00 mtr.in depth in all heights from floor.

Vertial Surfaces such as wall circular or curbed in plan of (any thickness, but not less than 0.10 m thickness) attached pilasters, buttresses, plinth & string course etc. from top of foundation level upto floor two level

Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge.

Stair cases with slopping or stepped soffits excluding landings.

Providing form work of ordinary timber plankings, so as to give rough finish including centring, shuttering, strutting and propping etc. with wooden battans and ballies height of propping and centring below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete and plain In Arches upto any span in all leads and lifts and as per the direction of the Engineer-in-Charge.

Steel work welded in built up section , trusses and framed work i/c cutting hoisting fixing in position and applying a priming coat of red lead paint in gretings, framed guards, bors ladders railing brackets and similar works.

Providing mild/tor steel reinforcement of RCC work i/c bending ,binding and placing in position in complete up to floor two level in all leads and lifts and as per the direction of the Engineer-in-Charge.

Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 Cement :3 Sand: 6 graded stone aggregate 20 mm nominal size ) in all lead and lifts as per the direction of the Engineer - in- Charge.

Providing under layer for plinth protection of 75 mm thick ( unconsolidated )bed dry brick/ stone aggregate 40 mm nominal size will rammed and consolidated and grouted with fine sand including preparation of ground i/c. entire carriage of material and as per direction of the Engineer-in-Charge..

Providing & fixing Cast Iron Man hole cover with frame Size of 500 mm internal dia should not be less than 23 Kg complete in all respect within all leads & lifts.

Fixing inlet, outlet, over flow and Scour pipe of GMS pipe of following internal dia (medium grade) including extra carriage within all leads and lifts and as per the direction of the Engineer-in-Charge.

Inlet pipe R/main GMS pipe 100 mm.

Out let pipe (distribution system) GMS pipe 100 mm.

Over Flow & Scour pipe GMS pipe 100 mm.

Providing ,fixing and welding of MS flanges conforming to IS code 6392-1971 table 5 of below noted diameter ( Latest with upto date ammendments ) welding of M.S. flanges on G.I. pipe on both ends according to relevent BIS standard and detailed technical specification ) and provided with nuts,bolts of required size complete in all respect and as per diection of the Engineer-in-Charge.

MS flange Table -5 for Inlet pipe R/main GMS pipe 100 mm

MS flange Table -5 for Out let pipe (distribution system) GMS pipe 100 mm.

MS flange Table -5 for Over Flow & Scour pipe GMS pipe 100 mm.

Providing & fixing of following diaCI sluice valve (with hand wheel) as per IS 780:1984 Class - I upto 300mm dia. i/c brass spindle & as per 2906 - 1984 Class II for diameter more than 300mm complete with bolts, nuts, rubber insertion etc. (The tail pieces if required shall be measured & paid seprately) complete in all respect with in all leads & lifts.

For Over Flow & Scour pipe 100 mm. dia PN-1

Providing and fixing water measuring uauge of satndred design complete in all respect with in all leads & lifts.

Providing and fixing sky lightening arrestet complete complete in all respect with in all leads & lifts.

Providing and fixing vent opening including cowl with mesh in the top of the tank complete complete in all respect with in all leads & lifts.

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

Wiring for light/Fan point/Exhaust fan point/call bell point with 1.5 Sq.mm PVC insulated copper conductor cable in surface/recessed PVC conduct at required including carriage of all material within all leads and lifts.Group "C"

Wiring for light/power plug with 2 x 4 Sq.mm PVC insulated copper conductor or single core cable in surface/recessed steel conduit alongwith 1 No. 2.24 mm dia bare copper wire for loop earthing as required including carriage of materials within all leads and lifts.

Wiring for circuit wiring with 2 x 1.5 Sq.mm PVC insulated copper conductor single core cable in surface/recessed steel conduit as required including carriage of material within all leads and lifts.

Wiring for sub-main wiring with the following size of copper conductor single core cable in surface/recessed steel conduit as required including carriage of materials upto all leads and lifts. 2x6 Sq.mm

Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/recess with suitable size phonolic leminated sheet cover fixing 3 pim 15/16 amps socket tumber/piano type switch connections painting etc. including carriage of materials within all leads and lifts.

Supplying and fixing 32 Amps rating 240 volts, L series MCB of following poler in the with connections testing and connections etc. as required i/c carriage of materials existing MCB DB complete within all lead and lifts Category - A single point

Supplying and fixing 40Amps to 63 Amps rating 240 Volts "L" series miniature circuit breaker of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required including carriage of material within all leads and lifts.

Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper busher neutral link, earth bar, detachable gland plate inter -connections, including painting, earthing etc. as required bar i/c carriage of material within all lead and lifts .

Wiring of three pin 5/6amp. Plug point with 1.5mm sq PVC i/c copper conductor cable i/c pdg and fixing three pin 5/6 amp socket outlet on switch board(in surface) recessed steel conduit wiring system and 5/6 amps. Tumble/iano type switch earthing the 3rd pin painting etc. as required(to be used only in no residential bldg balance forward)

P/installing testing and commissioing of premaid(loriscent tube fitting complete with ballast starter and capacitor bulb i/c florescent tube rod suitable to operate on 230 voltage single phase AC suply directly on surface with copper wiring as required i/c carriage of material within all lead and lifts . a) Tube fixing 1x40 watt box category-A

P/installing testing tube rod 40 watt 4" long

P/installing testing and commissioing of ceiling fan and regulating i/c wiring the down rod of standred/length(upto 30cm) with 1.5 mm sq PVC insulated copper conductor single core cable etc. as required i/c carriage of material within all lead and lifts . Ceiling Fan 1200 serrp Category-A

Earthing with G.I. pipe earth, pipe 4.5 mtrs length, 40mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc.( but without charcal coke and salt) complete as required including carriage of material within all lead and lifts .

Extra using salt and charcoal for pipe earth electrode as required, including carriage of materials within all leads and lifts.

Supplying/Laying 6 SWG G.I. wire at 0.50 mtrs below GL for conductor earth electrode i/c soldering

S/Fixing bakalite brass button/angle holder i/c connections etc. as required i/c carriage of materials within all leads and lifts.

S/Fixing MVL light cast aluminium control gear houseing complete with accessories 125 watts BPMV lamp drain aluminium housing aclelic cover with toggle catches with best satisifaction of the Engineer-in-charge i/c connection with 40 mm dia G.I. pipe 1.5 mtrs bend(1.00 and 0.5 mtrs) i/c nut & screw grouted with cement in the existing MCB as required i/c carriage of materials within all leads and lifts.

Pdg and connection of bulk head fitting of all size and shape containing one no. GLS lamp holder steel wire guard and lock complete with all accessories excluding GLS lamp i/c connection etc. required bull head fitting Category-A

Nirbhay Singh Jaswal

Sushant Puri