Himachal Pradesh Irrigation And Public Health Department Tender

From spring level to 3.00 mtr.depth

From spring level to 3.00 mtr. to 6.00 mtr.depth

From spring level to 6.00 mtr. to 9.00 mtr.depth

Steel work welded in built up section trusser and framed work i.e. cutting, hoisting and fixing in position in applying priming coat of red lead point in grating, framed, guards, ladders, raining bracket to similar work complete in all respect within all leads and lifts 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 tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level

P/L cement concrete1:1.5:3(1Cement :1.5 Sand: 3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work and reinforcement etc.

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.

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

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.

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.

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 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work in all leads & lifts as per direction and to the entire satisfaction of the Engineer-in-charge. :-

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.

Beams, cantilevers,girders & lintels, slides & soffits of beams, haunching, cantilevers, bressumers 1.00 mts in depth in all heights from floor.

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

Providing laying cement concretre 1:6:12( 1 cement : 6 sand :12 graded stone agg. 40 mm nominal size) and curing complete excluing the cost of form work in foundation and plinth within all leads and lifts .

2nd class brick work using common burnt clay building bricks in super structurei n cement mortar 1:6( 1 cement : 6 sand) within in all leads and lifts.

Supply and fixing galvanised steel barbed (IS : 278-1962 Type-I) weighing 9.38kg per 100 mtr 0.00 minimum) straining and fixing to any type of straining bolts including securing Cum and provision of galvanised mild steel wire, staples or Steel pins etc. as directed (Posts and struts) of wood concrete, steel etc. and strining bolts shall be paid for separately with in all leads & Lifts.

Providing and laying stone pitching in apprun crate walls in wire crate to made of G.I. wire filled with boulder with square cut faces against the wire and woven (double twisted) (wire crate to be measured and paid for separately) as per the entire satisfaction of the Engineer in charge.

Wire crate of G.I. wire hand woven (double twisted) filled with boulder with square cut faces against the wire (boulder filling to be measured and paid for separately) G.I. wire 5mm thick SWG-6 15x15cm mesh in apron (1.25x1.25x1.25m) as per the entire satisfaction of the Engineer in charge.

P/L cement concrete1:3:6 (1Cement :3 Sand6graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work in found.& plinth.

Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover of cover & frame should not be less Than 100 kg complete in all leads and lifts.

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 ce-ment :3 sand : 6 graded stone aggre.20 mm nominal size )

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 in RCC work smooth finishing of the exposed surface with cement mortar 1:3 (1 cement : 3 sand)

Random rubble masonry/ polygonal rubble masonry (oncoursed/ brough to courses) with hard stone of approved guality in F/P inclding leveling up with cement concrete 1:6:12 (1cement:6sand:12graded stone aggregate 40 mm nominal size)plinth in level in cement mortar 1:6 (1 cement 6 sand)

Providing frame work with steel doors, windows frames manufactured from coommercial mild seel sheet of 1.25 mm thickness i/c hinges jumps local jamb etc.

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

Providing and laying cement concrete 1:2:4 stone aggragate 40 mm nominal size ) and cuirng curing complete excluding the cost of form work and rainforcement for rainforced work in all leads and lifts.

Suspended floor roofs, landing and shelves and their support balconies, beams girders, bressumers and contilevers upto floor two levels

Half brick masonary in common burnt burnt clay building bricks in 1:4 ( 1 cement: 4 sand) in all leads and lifts.

Pointing on brick work with cement mortar 1:3 (1cement 3 sand) in all leads and lifts.

Providing and laying brick tiles over mumty roots growted with cment mortar 1:3(1 cement:3 sand)and finished need over RCC Slab (Sloped portion)

6mm cement plaster to ceiling in cement mortar 1:3 (1 cement 3 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

15mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar4 1:6(1cement:6sand) kin all leads and lifts.

20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar4 1:6(1cement:6sand) kin all leads and lifts.

P/F 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

Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows including bright finished black enameled iron hinges with necessary screws.

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

Constructing course rubble hammer dressed ' U ' shape open surface drain with side walls 15 x 22 cms. in cement mortor 1 : 6 (1 cement : 6 sand ) and inside plastering with cement plaster in cement mortor 1 : 3 (1 cement : 3 sand ) including earth work and laying 10 cms.cement concrete in 1 : 5 : 10 ( 1 cement : 5 sand : 10 graded stone aggregate of 40 mm nominal size and 7.5 cms.cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate of 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar 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 dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete.

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.

Distempering with dry distemper of approved brand and manufacturer, (two coat)and of required shade on undecorated wall sarfaces to give an even shade over andincluding primer coat of whiting after throughly brushing the surface free from mortor dropping and other foreign matter including preparing the surface even and prepared smooth

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 and fixing following anodized aluminium sliding door bolts fittings of anodized transparent and shade with necessary screw etc.complete 300x16 mm

Providing and fixing following anodized aluminium Tower bolts fittings of anodized transparent and shade with necessary screw etc.complete 200x10

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete 100 mm handle

Painting two coat(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.

Precast terrazzo tiles 20mm thick with marble chips of specified size) laid in floors, treads of steps and landings on a bad of 25mm average thickness of cement mortar 1:6 (1cement:6sand) jointed with neatcement slurry mixed with pigment to match the shade of tiles (wherever required ) including rubbing and polishing complete with tiles of following shades silver grey in all leads and lifts.

Construction of RCC in M-30 design mix not lesser than 1:1.5:3 ( 1 cement: 1.5 sand: 3 graded stone 20mm nominal size) over head sector storage tank of various 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.

C/O O.H.S.R. sump well with 3 mtrs. Staging height (90000 ltrs capacity).

C/O O.H.S.R. at Point 2 with 10 mtrs. Staging height (70000 ltrs capacity).

C/O O.H.S.R. at point 13 with 10 mtrs. Staging height (50000 ltrs capacity).

C/O O.H.S.R. at point 22 with 10 mtrs. Staging height (90000 ltrs capacity).

C/O O.H.S.R. at point 23 with 10 mtrs. Staging height (70000 ltrs capacity).

Construction of RCC under ground storage tank following Ltrs. Capacity with top dome including exavation in all kinds soil starts (Design Mix M30) not leaser than 1:1:5:3 concrete 1:1:5:3 (1 cement 1.5 sand:3grded stone aggreate 20 mm nominal size) nominal mix & curing complete excluding the cost of form work and reinforcement for reinfored concrte smooth finishing in 1:3 in side the tank , refilling and disposing of pipe assembly for inlet,outlet, overflow & scoure pipe with bye pass arrangement consisting og GI/MS pipes including all fitting and valves,sluice values of required classes and dia and all other accessories requied such as MS ladders SFRC man hole cover with frames (Medium duty) with locking arrangment ,water level indicator ,RRC chamber for all valves,Ventilating works shall be conforming to releyant IS code to the entire satisfation 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.

C/O Underground storage Tank 3,50,000 Ltrs. Capacity at node No.01.