Construction of 02 No. Additional class rooms of size 25 ft x 20 ft with 7 ft 0 ft wide verandah in Govt. High School at Nathi.

Amount

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables, etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms including getting out excavated earth incl. disposal of surplus excavated earth as directed by Engineer-in-charge, including all leads and lifts. All Kind of soil. =70%, Ordinary rock= 20%, Hard rock(Blasting prohibited)=10%.

Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size). (including all leads and lifts carriages of material by MT/HL)

Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centring ,shuttering, finishing and reinforcement. All work upto plinth level with: a) 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttreses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centring shuttering, finishing and reinforcement. a) 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL)

Reinforced cement concrete work in beams, suspended floor, roofs having slope upto 15˚, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with: a) 1:1.5:3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL)

Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Cold twisted bars.

Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement :2 coarse sand:4 graded stone agg. 12.5mm nominal size and curing complete (including all leads and lifts carriages of material by MT/HL)

Centring and shuttering including strutting, propping etc.and removal of form work for :

a) Foundation, footings, bases of columns etc. for mass concrete.

b) Suspended floors, roofs, landings, balconies and access platforms

c) Lintel, beams, plinth beams, girders, bressumers and cantilevers

d) Columns,pillars,piers,abutment, posts and struts

e) Edges of slabs and breaks in floors and walls under 20cm wide

Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ramming and watering, all complete as per drawing and direction of Engineer-in-charge.

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) (including all leads and lifts carriages of material by MT/HL)

Extra for brick work with common burnt clay bricks / cement concrete bricks in superstructure above plinth level upto floor five level (including all leads and lifts carriages of material by MT/HL)

Half brick masonry 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) (including all leads and lifts carriages of material by MT/HL)

Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means (including all leads and lifts carriages of material by MT/HL)

Cement concrete flooring 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate) finished with a floating of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. a) 50mm thick with 20mm nominal size stone aggregate (including all leads and lifts carriages of material by MT/HL)

12mm cement plaster of mix. 1:6 (1 cement:6 fine sand) (including all leads and lifts carriages of material by MT/HL)

15mm cement plaster on the rough side of single or half brick wall of mix. 1:6 (1 cement: 6 fine sand) (including all leads and lifts carriages of material by MT/HL)

6mm cement plaster to ceiling of mix. 1:3 (1 cement:3 fine sand) (including all leads and lifts carriages of material by MT/HL)

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screw, excluding paneling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:Butt hinges and necessary screws shall be paid separately). a) Second class deodar wood (including all leads and lifts carriages of material by MT/HL)

Providing and fixing 35mm glazed shutters for doors, windows and clerestory windows using 4mm thick float float panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws a) Second class deodar wood.

Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4mm in both directions with wire of dia. 0.63mm for doors, windows, and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screw as per direction of Engineer-in-charge. a) Second class deodar wood.

Supplying and fixing new wooden fillets wherever necessary: a) 2nd class teak wood fillets.

Providing and fixing paneling or panelling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for paneled or paneled and glazed shutters 25mm to 40mm thick. a) Second class deodar wood.

Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately). a) Sal wood.

Providing 40x5mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix. (1 cement: 3 coarse sand :6 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by MT/HL)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. a) Fixed to openings/wooden frames with rawl plugs screws etc.

Steel work welded 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. a) In gratings frames, guard bar, ladder, railings, brackets, gates and similar works.

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 (including all leads and lifts carriages of material by MT/HL)

Providing gola 75x75mm in cement concrete 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement:3 fine sand) as per standard design. In 75x75mm deep chase (including all leads and lifts carriages of material by MT/HL)

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 leaving 10mm gap for thermal expansion. a) Single socketed pipes. 75mm diameter.

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20mm nominal size) over PVC sheet 1mx1mx400 micron, finished with 12mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete (including all leads and lifts carriages of material by MT/HL)

10mm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25mm thick mud mortar mixed with bhusa at 35 kg per cum of earth and gobri leaping with bhusa at 35 kg per 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 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finishing neat. a) With common burnt clay (non modular) brick tiles of class designation 10.0. (including all leads and lifts carriages of material by MT/HL)

Painting top of roofs with bitumen of approved quality at 17 kg per 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 lightly soaked in kerosene oil complete. a) With residual type petroleum bitumen of grade VG-10.

Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screw etc. complete

Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with nuts and screw etc. complete.a) 250x16mm

Providing and fixing aluminum hanging floor door stopper, ISI market, anodized (anodized coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete:a0 Single rubber stopper.

Providing and fixing aluminum casement stays, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screw etc. complete.

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg / 10 sqm).

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. a) Two or more coat on new steel work

Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood).

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution.

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Billawar crusher for an average lead of 44.00 Km. by M.T. & 500 mtr. by H.L. b) Stone aggregate 40mm nominal size & above from Billawar crusher for an average lead of 44.00 Km. by M.T. & 500 mtr. by H.L. c) Stone aggregate (Crusher bajree) below 20mm nominal size from Billawar crusher for an average lead of 44.00 Km. by M.T. & 500 mtr. by H.L. d) Bricks from Kathua for an av. lead of 125.00 km. by by M.T. & 500 mtr. by H.L. e) Brick tile from Kathua for an av. lead of 125.00 km. by M.T. & 500 mtr. by H.L.

Raman Kuma

RAM PARSHAD KHAJURIA

M/S DARSHAN KUMAR

mohd arshid

Tilak Raj Sharma

Raj Kumar

Raj Singh

TIKKA SHARMA

ABDUL MAJID