Providing LWSS Baleta in G.P. Neri in Tehsil and Distt. Hamirpur

Amount

Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts. (pick+jumper work =50% each)

Earth work in foundation for digging well in dry excavation from gravel level upto the level where well curb is placed, including depositing spoil within all radius and filling space outside the well after completion from N.S. level to 1.5 meters depth in all kind of soil such as pick work,jumper work, blasting work Soft/hard Rock chiseling workSoft/hard Rock(where blasting is prohibited) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Wet well sinking in gravel including all pumping, shoring etc.complete in all respect.

From spring level to 3.00 meters below S.L.

Exceeding 3 meters, but upto 6.00 meters below S.L.

Exceeding 6 meters, but upto 9.00 meters below S.L.

Exceeding 9 meters, but upto 10.00 meters below S.L.

Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint, etc in RS Joists, Channels, Angles and tees etc & as per the directioin and to the entire satisfaction of the Engineer-in-Charge

Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint,In gratings framed guard bars,ladders, railling,brackets and similar work. & as per the directioin and to the entire satisfaction of the Engineer-in-Charge

Lowering steel well curb in the pit and assembling in position in all depth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete work using concrete M-25 design mix not less than 1:1.5:3 (1cement:1.5 sand: 3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

Columns & pillars , posts and struts [ square rectangular or polygonal in plan.]. Upto floor two level

Providing and laying no fine concrete 1:4 (1 Cement:4 stone) aggregate 20mm nominal size) and curing complete in foundation and plinth excluding the cost of form work complete including all leads and lifts to the entire satisfaction of Engineer-in-charge.

Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.

Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.

Beams, cantilevers, girders & lintels side & sofits of beam ,beam hauncings , cantilevers, bressumers & lintels not exceeeding 1.00 mtrs. Depth in all heights from the floor.

Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Square rubble masonary coursed with hard stone of approved quality in foundation and plinth in retaining walls/breast walls including raking out joint in cement mortar 1:4 (1cement: 4sand (1cement:4sand ) in all leads and lifts.

Above NSL/L

20mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:3(1cement:3sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

20mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:6(1cement:6sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

6mm cement plaster to ceiling in cement mortar 1:3 (1 cement 3 sand) in all leads and lifts

Providing and laying cement concrete work using concrete M-10 with graded stone aggregate 40mm nominal size)and curing complete excluding the cost of form work in foundation and plinth complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:4 (1cement :4sand) 2nd class brick complete all leads and lifts to the entire satisfaction of Engineer-in-charge.

Brick work using common burnt clay building brick in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement :6sand) 2nd class brick complete all leads and lifts to the entire satisfaction of Engineer-in-charge.

2nd class Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:6 (1cement :6sand) 2nd class brick complete all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing & fixing of C.I. Man hole cover of size 60x60 cm Frame fixed with angle iron of size 40x40x5mm and top fixed angle iorn 25x25x5mm with MS sheet 3.15 mm thick including cutting. Welding and painting two coat with red oxide and making locking arrangement complete with reputed lock i.e Link/ Harison make (HEAVY DUTY) complete in all respect as per direction of Engineer-in-Charge.

Providing 200mm wide cast iron rungs with chequarred or ribbed non slip surface including fixing in manholes with 200mmx200mmx100mm cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size within all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

Boulder/stone filling behind retaining wall/ dry hand packed tightly compelete under lean concrete to prevent the entry of surface water with in all leads and lifts complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing second class deodar wood work in frames of doors, windows and other frames wrought frame and fixed in position with second class deodar wood n all leads and lifts.

Providing second class deodar wood paneled glazed or paneled and glazed shutters for doors, windows and clerestory windows including bright finished black enameled iron butt hinges with necessary screws with second class deodar wood 40mm thick in all leads and lifts.

Providing and Fixing wire gauge shutters using GMS wire guage of IS gauge designation 85 G with wire of dia 0.56 mm for doors, windows & clerestory windows including bright finished black enamelled iron hinges with necessary screws.2nd class deodar wood.

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

Square rubble masonary coursed with hard stone of approved quality in foundation and plinth in retaining walls/breast walls including raking out joint in cement mortar 1:6 (1cement: 6sand (1cement:6sand ) in all leads and lifts.

Providing and laying of damp proof course 38mm thick with cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm 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 a floating piece of cloth lightly socked in Kerosene oil in all leads and lifts.

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

Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor level as per direction and to the entire satisfaction of the Engineer-in-charge.

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

Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.

Applying two coats of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt, dust and other foreign matter and papering and knotting in all leads and lifts.

Applying priming coat over new wood and wood based surface after and including cleaning the surface by thoroughly brooming oil, dust dirt grease and other foreign matter land papering and knotting ready mixed paint finishing hard primer pink)

Painting two coat(excluding priming coat)on previously painted wood and wood based surfaces with enamel paint to given and even shade including cleaning of all dirt,dust and other foreign matter sand papering and stopping With white enemal paint

White washing with lime on undecorated wall surfaces two coats to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter complete in all respect

Finishing wall with water proofing cement paint of approved brand and manufacture & of required shade on decorated wall urfces (two coats) to given an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials.

Providing and fixing M.S.fan clamp (Type-I)of 16mm dia M.S. including bend upto shape with broken end in RCC. Slab door painting the exposed position of trap all as per standard design complete in all leads and lifts.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embedding in cement concrete block 30x10x15cm 1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size).

Providing and fixing anodized alminium sliding door bolts anodized transparent for type required and bright shade with necessary screw etc. complete. 250x16mm

Providing and fixing aluminium tower bolts (Barrel type) anodized transparent or dyed to rquired shade and colour with necessary screw etc. complete in all leads and lifts.

Providing and fixing Aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etc. complete

125mm dia

Providing and fixing of M.S. round or square bars with M.S. flats at required spacings in wooden frames of windows and clerestory windows in all leads and lifts.

Supply and fixing steel barbed wire (IS:278-1962 Type-1) weighting 9.38 kg per 100 mtrs laying and fixing any type of standard rails straining bolts including secring with and provision of mixed mild steel wire staples or steel pipe etc as directed (post and struts of wood, struts of wood, concrete steel and strainging bolts shall be paid for separately)

Construction of RCC under ground storage tank following litres capacity with top dome , including excavation in all kinds soil strata in (Design Mix) not leaner than 1:1.5:3 Nominal mix concrete in foundtion, walls, bottom slab and providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand: 3 grded stone aggregate 20mm nominal size) nominal mix & curing complete excluding the cot of form work and reinforement for reinforced concrete, smooth finishing in 1:3 in side the tank, refilling and disposing of surplus stuff within all leads and lifts. The job also includes providing and jointing of pipe assembly for inlet, outlet, overflow & scoure pipe with bye pass arrangement consistingof GI/MS pipes including all fittings and valves, sluice valves of required classes and dia and all other acessories required such as MS ladders SFRC man hole cover with frames (Medium duty) with locking arrangement , water level indicator, RCC chamber for all valves, Ventilating shafts shall also be provided. The tanks shall be hydraulically tested for water tightness. All works shall be conforming to relevant IS code to the entire satisfction of Engineer-in-charge. The offer shall also include the detailed structural drawing/design to be approved by competent authority based on soil test report.

700000 litres at Head works

70000 litres at point -B

40000 litres at point -E

Construction of RCC over head sector storage tank in design mix of following Capacity with 10.00 mtrs. Staging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank including bends of required degrees,valves of required size conforming to relevant codes RCC Sprial 1.0 wide stair case/ MS stair case including MS pipe railing as per IS specification, steel ladder 45 cms. wide of usual height as per site requirement , SFRC manhole cover ( medium duty) of 500mm dia and weight of frame and cover should not be less than 110 kg. ventilator at top dome with minimum opening of 90x90cms. water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc.The RCC over head reservoir shall include randering/plastering of the uneven expose surface, two coats of snowcem paint and any other component requuired for the completion of the job to the entire satisfaction of Engineer-in-Charge. The offers shall also include detail structural drawing/ design calcualtions to be approved by the competent authority based on the raft foundation by taking seismic forces in the design calculation expension joints as required at site. The offer shall also inclcude the cost of providing and fixing of Gms / MS pipes, and valves/ fittings complete including duck foot bends, puddle collars, expansion joints etc. connecting with rising main & distribution main with required length from the edge of foundation and any other components required for the completion of job upto the entire satisfaction of the Engineer-in-Charge. The offers shall also include detail structural drawing/design calculations to be approved by the competent authority. Dia of piping arrangement :- Inlet pipe = As required Outlet pipe = As required. Scour pipe = Not less than 100mm dia G.I. pipe.

400000 litres at point-D

170000 litres at point -A

KARAN BEDI

kanika bedi

RAMAN KUMAR

Akhilesh Chaudhary

SHIV KANT PRASHAR