Providing separate water supply scheme to SC Basti Lambehra etc in GP Khiyah Lokhariana from Dalawana 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.

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.

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

Providing and laying cement concrete 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size and curing complete excluding the cost of form work in

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

Providing and laying cement concrete M-30 (design mix) not leaner than 1 : 1.5 :3 (1 cement :1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .

In foundation, footings, basis of columns and the like and mass concrete complete as per direction and to the entire satisfaction of the Engineer-in-charge.

Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.

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

In lintels,beams,girders,bressumers and centilevers up to floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge..

Arches upto floor two level.

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 :-

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

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

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.

Prov.form work of ordinary timber plankings so as ti give a rough finish including centering, shuttering, strutting and propping etc. propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work:-

Arches Beyond 6.00 mtrs span

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.

Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & 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 surfaces (two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials with in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge..

Providing & Fixing of SFRC manhole cover with frame having frames size of 500mm internal dia (Medium duty). The weight of cover and frame should not less than 100 Kg. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Laying, jointing and testing GMS tube light class of following diameter including to be fitting complete(earth work to be measured and paid for separately including testing of joints, within all leads and lifts as per the entire satisfaction of the Engineer-in-charge(Labour rate)

80mm dia

100mm dia

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 direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing C.I. Sluice valves of following diameter Kirloskar/Leader make with hand wheel as per IS:780-1984 Class-I upto 300mm dia (incluidng brass spindle as per 2906-1984 Class-II for dia >300mm dia complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be mesured and paid for separately) as per diection and to the entire satisfaction of the Engineer-in-charge. (Class PN 1.0)

80mm dia

100mm dia

Brick work using common burnt clay building brick in super structure above plinth in cement mortar 1:6(1cement:6sand) 2nd class brick complete all leads and lifts 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.

Square rubble masonary with hard stone of approved quality in foundation and plinth in cement Mortar 1:6(1cement:6sand) in all leads and lifts.

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 1:4 (1 cement 4 sand) finished with a floating coat of neat cement and thick coat of link wash on top of wall when dry for bearing of RCC slab and bend in all leads and lifts

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 fixing of M.S. Grills of required pattern in wood frames of windows etc with M.S. flats square or round bars with round headed bolts and nuts or by screws Plain grill.

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.

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 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.

White washing with lime on undecorated walls surface (two coats)to give an even shade including throughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.

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

Painting two coats(excluding priming coat)on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white 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.

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.

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 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)

Precast concrete block masoanry in partitions walls 10cm. Thick with solid blocks of approved size including quion block closer etc made of cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 40mm nominal size and down gauge in cement mortar 1:6(1cement:6sand) complete in all leads and lifts.

Providing and placing of horizontal layer of filter media duly graded secreened washed and cleaned as specified by Engineer-in-charge.

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

Second layer of coarse sand 3mm to 6mm.

Third layer of stone aggregate 6 to 20 mm

Fourth layer of stone aggregate 20mm to 25mm

Bottem layer Broken stone 50mm to 75mm.

Construction of RCC in M-30 design mix over head sector storage tank of 160000 Ltrs. 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. Dia of piping arrangement :- Inlet pipe = As required Outlet pipe = As required. Scour pipe = Not less than 100mm dia G.I. pipe.

AVINASH THAKUR

Akhilesh Chaudhary

SUNIL KUMAR