Work No 1 Restoration works of Tub e well No 3 and 4 and Anchor Blocks for laying of Rising mains (under SDRF) Work No 2 Restoration of Tube well Building of Tube well No 3 including others Allied works (under SDRF).

Earth work in excavation by mannual means in trenches for foundations, drains, pipes cables etc. (not exceeding 1.5 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 M including disposal excavated earth upto 1 Mt from cutting edge, disposal earth is to be levelled and neatly dressed in all kinds of soil. Work No 1 = 64.99, Work No 2 = 23.35 cum = 88.34 cum

Providing and laying in position cement concrete of 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding cost of centering and shuttering All work upto plinth level (using crushed stone aggregate) Work No 1 = 16.32 , Work No 2 = 4.72 = 21.04 cum)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.) (Work No 2= 18.42

Providing and laying cement concrete in kerbs steps and the take at near ground level including curing, excluding the cost of centering shuttering and finishing 1:2:4 ( 12 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Work No 1 = 303.69 cum

Reinforcement cement concrete works in beams suspended floors, roofs, having a slope upto of 15 degree, landing balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staiarcases, upto floor five level including curing but excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5: 3 Work No = 4.43 cum

Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold Twisted bars. Work No 2 = 443 Kg

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) Work No 2 = 14.91 cum

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level Work No 2 = 14.91 cum

Centring and shuttering including strutting, propping etc and removal of form for foundation, footings, base for columns etc for mass concrete. Work No 1= 522.96, Work No 2= 71.11 = 594.07 sqm)

Centerng and shuttering for chajjas, corbies etc. Including edges. Work No 2 = 4.05 sqm

Centring and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string courses etc. Work No 1= 96.16 sqm)

Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms. Work No 2 = 20.07 sqm

Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. Work No 2 = 10.49 sqm

Edges of slabs and breaks in floors and walls Under 20 cm wide Work No 2 = 20.14 RM

Making khurrahs 45x45 cm with averge minimum thickness of 5 cm cement complete 1:2:4 Work No 2 = 1 No

Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 Kg per squaree meters on damp proof coarses after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. Work No 2 = 3.87 Sqm

Centring and shuttering including strutting, propping etcSmall lintels not exceeding 1.5 m clear span mouldings as in cornies windows siills string caorses, bandsm copings bed plate anchor blcoks and the take. Work No 2 = 3.83 sqm

Providing and fixing T-iron frames for door, wondows, ventilators of mild steel Tee-section, joints mitred and welded including fixing of necessary butt hinges and screws and applying in priming coat of approved steel primer. Fixing with 15x3 mm 10 cm long embedded in cement concrete blocks 15x10x10 cm of cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Work No 2= 200 Kgs

Providing gola 75x75 mm in cement 1:2:4 (1 cement :2 coarse sand 4: stone aggregate 10 mm and donw sane : 4 stone aggreagte 10 mm and down guage) including finishing with cement mortar 1: 3 (1 cemet : 3 fine sand) as per standard design in 75x75 mm deep chase.Work No 2 = 18.30 RM

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. Work No 2 = 11.52 Sqm

12mm thick Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 coarse sand) Work No 2 = 183.76 sqm)

Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm ( Work No 2= 123.64 Sqm)

6 mm cement plaster to ceiling of mix 1:3 (1 cement: 3 fine sand) Work No 2 = 20.07 sqm)

Providing and fixing on wall face un-plasticzed PVC noulded fitting/ accessories for an plasticized Rigid PVC rain water pipe confornming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion 110 mm bend.(Work No 2 = 2 Nos

Steel work welded in built up section./ frame work including cutting hoisting, fixing in position and applying in priming coat of approved steel primer, using structural steel etc. As required in grating, frames, guard bar ladder, railing brackets, gates and similar work 50x50x6 Work No 2 = 94.50 Kgs

Providing and laying damp proof course 40 mm thicker with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) and curing complete. Work No 2 = 3.87 sqm

Providing and fixing on wall face un plasticise Rigid PVC rain water pipes 110 mm.Work No 2 = 6 RM

Refilling available excavated earth in trenches plinth sides of foundation etc.layers not exceeded 20 cm depth Work No 2 = 9.08 Sqm

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete. Work No 2 = 22.94 sqm

Carriage of sand by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading an 30 km Work No 2 = 19.51 cum

Carriage of stone aggregate and sand (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 30 - km Work No 2 = 26.01 cum

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 Work No 2 = 7082 Nos

Carriage of Tiles by mechanical transport from source to site of work including cost for loading and unloading.for an av. distance of Average 30 km Work No 2 = 763 Nos

Caraige of sand by mechanical transport average distance of 30 KM and 200 Meter by head load including loading ,unloading stacking etc. Complete. Work No 1 = 150.41 cum

Caraige of stone aggregate by mechanical transport average distance of 30 KM and 200 Meter by head load including loading ,unloading stacking etc. Complete. Work No 1 = 284.81 cum

Disposal of mulba 5 KM by Mechanical Transport Work No 2 = 9.08 cum.

Painting Roof top with bitumen of approved quality at 17 Kg/ 10 sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lighting soaked in kerosene oil complete with residual type bitumen of grade VG-10 Work No 2 = 20.07 sqm..

Demoloshing R.C.C. work manually by mechanically / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge Work No 2 = 3.12 cum

White washing withn line to give an even shade New work (Three or more coats) Work No 2= 80.19

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-incharge in cement mortar.Work No 2 = 18.72 cum

Providing and laying cement concrete in retaining walls, return walls(any thickness) including atrtached pilasters, columns, piers abutments, pillars, posts, structs, buttresses string of lacing courses parapets, coping, bend blocks, anchors blocksm, plain window sills, fillets, etc. upto floor V level including curing but excluding the cost of cengtering, shuttering and finishing with 1:3:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Work No 2 = 0.21 cum

Providing and fixing MS Grills of required pattern in frames of windows etc with MS flats square of round bars etc. Including priming coat with approved steel primer all complete. Fixed to steel windows by welding. Work No 2 = 68.64 Kg

Providing and fixing un-plasticised PVC pipe clips of approved design to unplasticized PVC rain water pipes by means of 50x50x50 mm hard wood plughs, screwed with MS scvrews of required length including cutting bricks work and fixing in cement mortar 1:4 (1 cement: 4 course sand) and making good the wall etc complete 110 mm. Work No 2 = 4 nOS

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand 4 graded stone aggregate) finished with a floating coat of neat cement incluxing cement slurry and curing complete but excluding the cost of nosing of steps etc. Complete 40 mm thick wth 20 mm nominal size stone aggregate Work No 2= 20.62 sqm

Finishing with Deluxe Multi surface paint system for interiors and exteriors using priming as per manufactures, specification paint steel work with deluxe multi surface paint required shade to give and even shade Two or more coats applied @ 0.90 / 10 sqm over an under coat of primer applied @ 80 lts/ 10 sqm of approved bracnd and manufacture.Work No 2 = 29.16 sqm.

10 cm thick mud phusk of damped brick earth and roof laid to slope consoildated plastered with 25 mm thick mud mortar mixed with bhusa at 35 Kg per cum of earth and gobri leeping with mix 1.1 ( 1 clay : 1 cow dung) and covered with specified of bricks grouted with cement mortar 1:3( 1 cement : 3 fine sand) mixed with 2% of intergral water proofing compound by weight of cement and finishing neat with common burnt clay (non modular) brick tile of class designation 10.0. (Work No 2 = 20.07 sqm)

Providing and fitting concelealed internal electrification of rooms including 4 Nos LED light, Fan point 2 Nos Fuse4s box 1 No 2 Nos 15 AMP socket with switch, 5 AMP 2 nos socket with switch of approved bracnch and 4 Nos LED security lights 30 Watts.main switch complete wiring with MS bracket for pole mounting complete including service line upto length of 20 meters.(Complete job) as per the direction of Engineer-in-charge