Public Health Engineering Department Tender

Demolshing Mud Phuska in terracing and disposal of material within 50 M lead

Demolishing cement concrete manually/ by mechanical means including disposal of material with 50 mtrs lead a) )1: 3: 6 or Richer mix

Demolishing of RCC work manually/ by mechanical means including stacking of steel bars and disposal of unsericeable material with 50 m lead

Demolshing Brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per the direction of Engineer-in-change in cemernt mortar

Fixing of Chowkhatsin existing opening including embeeding chowkhats in floors or walls cutting masonary for holdfast embedding holdfast in cement concrete blocks of sizes 15x10x10 cm with cement concrete 1:3:6 , painting to coats of approved wood preservative to size of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meter lead. A) Doors

Fixing of Chowkhatsin existing opening including embeeding chowkhats in floors or walls cutting masonary for holdfast embedding holdfast in cement concrete blocks of sizes 15x10x10 cm with cement concrete 1:3:6 , painting to coats of approved wood preservative to size of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meter lead. A) Windows

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plaster with 25 mm thick mud mortar mixed with phusa at 35 kgs per cum of earth and gobri leaping with phusa at 35 kg per 10 cum of earth and gobri leaping with mix 1:1(1 clay : 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement: 3 find sand)mixed with 2% of intergral water proofing compound by weight of cement and finishing neat A) With hand moulded F.P.S. brick tiles of class designation 10.0

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:2:4 (1 cement: 2 coarse sand 4 Graded stone aggregate of 20 mm nominal size) (Crushed)

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1 4 ( 1 cement :4 coarse sand)

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1 6 ( 1 cement :6 coarse sand)

Providing and laying in position specified grade of reinforced cement concrete including curing excluding the cost of centering, shuttering, finishing and reinforcement. All work upto plinth level. 1: 1.5 : 3 ( 1 cement: 1.5 coarse sand : 3 stone aggregate)

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more

Structural steel work in built up sections / framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc as required In Stringers, treads, landing etc of staair cases including use of chequred plate whereever required all complete

Structural steel work in built up sections / framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc as required In Grating, frames , Guard bar, ladder, railing / brackets, gatesand similar work .

Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece as in manhole cover on top of the dome/spring cover with locking arrangement.

Painting with synthetic enamel paint of approved brand manufacture to give an even shade (two or more coats on new work).

Finishing wall with water proofing cement paints of required shade on New Work (Two or more coats applied @ 3.84 Kg/ 10 sqm)

Colour washing such as Green Blue or buff to give an even shade New work two or more coat with base coat of whiting

Making plinth protection with common burnt clay bricks of class designation 7.5 laid on edge in cement mortar 1: 6 (1 cement :6 course sand ) and 12 mm thick bed of cement mortar 1:6 (1 cement : 6 coarse sand ) over bed of dry brick aggregate 40 mm nominal size rammed, conslidated grouted with fine sand. The top of bricks pointed with cement mortar 1:3 (1 cement : 3 finsd sand) and curing complete.

Cement concrete flooring 1:2: 4.finished with a floating coat of neat cement slurry but excluding the cost of noising of steps etc complete 40 mm thich with 20 mm nominal size stone aggregate (crushed)

Cement concrete flooring 1:2: 4.finished with a floating coat of neat cement slurry but excluding the cost of noising of steps etc complete 50 mm thich with 20 mm nominal size stone aggregate (crushed)

Clearing jungle including uprooting of rank vegetation, gross,brush wood,trees and sapling of girth upto 30 cm measured at height of 1 metre of above ground level and removal of rubbish upto distance of 50 Metre out side the paraphery of the area cleared.

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS 13592 type A including jointing with seal ring conforming to IS: 5382 leacing 10 mm gap for theremal expansion 110 mm diameter.

Making khurrahs 45x45 cm with averge minimum thickness of 5 cm cement complete 1:2:4

Providing and fixing on walls un-plasticized PVC moulded fitting/ accessories for un plasticixzed Rigid PVC rain water pipe conforming to IS: 13592 Ytpe A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion 110 mm dia. Bend

Disposal o mulba for an avarage distance of 10 KM by M.T.

Reinforced cement concrete work in walls (any thickness ) including attached pilasters buttresses, pmith amd striong courses, fillets, coulms, pillars, peiers, abutments post and strct upto floor five level including carrying but excluding the cost of centering and shuttering finishing and reinforcement 1:1.5:3

12 mm cement plaster of mix 1:4 (1 cement : 4 coarse sand.

6 mm cement plaster to ceiling of mix 1: 3 ( 1 cemenht : 3 coarse sand )

Centring and shutter including strutting, propping etc.and removal of forms for Suspemded floors, roofs, landing, balconies and access plateform.

Centring and shutter including strutting, propping etc.and removal of forms for Lintel, beams, plinth beams, girder, bressumer and centilevers

Edges of slabs and bracks in floors and walls under 20 cm wide.

Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns etc.

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in . All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:4:8 (1 cement: 4 coarse sand 8 Graded stone aggregate of 40 mm nominal size) (Crushed)

Extra for bircks work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor V level

half brick masonary with common burnt clay bricks of class designation 7.5 in foundations and plinth including curing in cement mortar 1:4 ( 1 cement : 4 coarse sand)

Extra for half Brick masnoary in superstructure above plinth level upto floor V evel.

15mm thick Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 coarse sand)

Supply of Pregalvanized High tension steel conforming IS-277-199 for Girder 34 Nos where as required as per direction of Engineer-in charge.

Repair to electric wire, switches, switch board change of fused bulbs main switch board, fans, conduit pipes/ batten complete job for 45 Nos pumproom where as required as per direction of Engineer-in charge.

Providing and fabrication of casing pipe-300 mm dia of 2.5 mtr, length with the help of proper welding it to the existing casing pipe. The job also includes providing and fabircation of 1 No column pipe 150 mmd ia of 3 mtr length and welding of 2 Nos MS flange with 4 no of holes at both the end of column pipe (as per existing flange). The job includes proiding and fitting of 10 sqm.mm 3 core flexibe sumbersible cable (preferable male Kei/Finolex/ Po;vacab)-49 DMT. The job inmcludes raising of electric transformer concrete plateform by 2 mtrs(dimensions as per trhe size of existing plateform). The job includes disconnecting all leadfs of the HT and LT sides of the transferomer and lifting of the transformer from the plateform and stacking it to a safer position. Replaxcement of old damaged material i,e MS strips/ channels/insulators/ HT knief set jumpers/ HT fuse assembly/ LT fuse assembly etc. Providing and fitting of new material i,e M.S. strips/ channels/ insulators/HT knief set jumpers/ HT fuse assembly/ LT fuse assembly/ LA set etc by using requisite tool and tackels. Reinstalling the transformer on the plateform making all the HT/LT connections and thn testing the tranformer on full load. complete job includes includes cost of material labour and hire charges etc.any other unforseen material at site at Tube well Belicharana

Carriage of Sand and stone aggregate (Crushed) above 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and 25 km

Carriage of Sand and stone aggregate (Crushed) above 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and 30 km

Carriage of stone aggregate (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 5 km

Carriage of Bricks by mechanical transport from source to site of work including cost for loading and unloading.for an av. distance of Average 25 km

Carriage of Bricks by mechanical transport from source to site of work including cost for loading and unloading.for an av. distance of Average 30 km