Construction of Forest Rest House at Dhelu in J/Nagar Beat, Block of J/Nagar Forest Range under Joginder Nagar Forest Division

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm. On plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m. as directed by Engineer-in-charge complete within all leads, lifts carriage of material and other incidentials.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete within all leads, lifts carriage of material and other incidentials.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillarrs, posts, struts, butteresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, filets, sunken floor etc., upto loor five level, excluding the cost of centering, shuttering and finishing 1:5:10 (1 Cement:5coarse sand:10 graded stone aggregate 40 mm nominal) complete within all leads, lifts carriage of material and other incidentials.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m as directed by Engineer-in-Charge complete within all leads, lifts carriage of material and other incidentials.

All kind of soil.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m complete within all leads, lifts carriage of material and other incidentials.

All kind of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level: 1Cement : 6 Coarse sand : 10 graded stone aggregate 40mm nominal size complete within all leads, lifts carriage of material and other incidentials.

1:5:10 (1 Cement:5 Coarse sand: 10 graded stone aggregate 40 mm nominal size)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement: 6 coarse sand :12 graded stone agg. 20mm nominal size) upto plinth level complete within all leads, lifts carriage of material and other incidentials.

Cement mortar 1:6 (1 cement: 6 coarse sand)

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling upto with cement concrete 1:6:12 (1 cement :6 Coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like complete within all leads, lifts carriage of material and other incidentials.

Cement mortar 1:6 (1cement:6coarse sand)

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete complete within all leads, lifts carriage of material and other incidentials.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff misture of cement mortar in the proportion of 1:2 (1 cement :2fine sand) including testinf of joints etc. complete: 600 mm dia. RCC pipe complete within all leads, lifts carriage of material and other incidentials.

600 mm dia. RCC pipe

Providing and laying cement concrete 1:5:10 with 15% plums and curring complete including the cost of form work for plain/ reinforced concrete etc. complete within all leads, lifts carriage of material and other incidentials.

Preparation and consoliation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, drressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres complete within all leads, lifts carriage of material and other incidentials.

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thicknes, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screeening/ binding material to fill up interstices of coarses aggreagate, watering and compacting to the required density complete within all leads, lifts carriage of material and other incidentials.

(12mm thick)

Proviing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications complete within all leads, lifts carriage of material and other incidentials.

On bituminous surface @ 0.50 Kg/sqm

2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 Kg and 56 Kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight rn bitumen, including conolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to paid for separately) complete within all leads, lifts carriage of material and other incidentials.

With paving Asphalt grade CG-10 heated and then mixed with solvent at the rate of 70 gram per Kg. of Asphalt

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg. of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete within all leads, lifts carriage of material and other incidentials.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete within all leads, lifts carriage of material and other incidentials.

All kind of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level complete within all leads, lifts carriage of material and other incidentials.

1:5:10 (1Cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size)

Ranom rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1Cement :6 Coarse sand : 12 graded stone aggrigate 25 mm nominal size) up to plinth level with:- complete within all leads, lifts carriage of material and other incidentials.

Cement mortar 1:6 (1cement: 6coarse sand)

Brick work with common burnt clay machine moulted perforated bricks of class designation 12.5 conforming to IS:2222 in superstructure above plinth level up to flor five level in cement mortar 1:6 (1 Cement :6 Coarse sand):- within all leads, lifts carriage of material and other incidentials.

With Modular Bricks complete

Half brick masonry with common burnt clay F.P.S ( non modular) bricks of clas designation 7.5 in superstructure above plinth level up to floor V level. complete within all leads, lifts carriage of material and other incidentials.

Cement mortar 1:4 (1 Cement: 4coare sand)

Providing wood work in frames of doors, windows, clerestory windows and other frames, wroought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener be paid for seperately) complete within all leads, lifts carriage of material and other incidentials.

Sall Wood

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

Lintels, beams, plinth beams, girders, bressumers and cantilevers complete within all leads, lifts carriage of material and other incidentials.

Suspended floors, roofs, landings, balconies and acesss platform complete within all leads, lifts carriage of material and other incidentials.

Edges of slab, under 20 cm wide complete within all leads, lifts carriage of material and other incidentials.

Steel reinforcement for RCC Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and superstructure complete within all leads, lifts carriage of material and other incidentials.

Mild steel and mendium tensile steel bars

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All works upto plinth level complete within all leads, lifts carriage of material and other incidentials.

1:2:4 (1cement : 2coarse sand : 4 graded stone aggregate 20 mm nominal size

Reinforced cement concrete work in beams, suspended floors, rofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement:1.5 coarse sand :3 graded stone aggregate 20mm nominal size complete within all leads, lifts carriage of material and other incidentials.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete complete within all leads, lifts carriage of material and other incidentials.

Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers fillled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( upto any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. complete within all leads, lifts carriage of material and other incidentials.

0.63 mm thick with zinc coating not less than 275 qm/sqm.

Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated Jor L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete within all leads, lifts carriage of material and other incidentials.

0.63 mm thick with zinck coating not less than

Providing and fixing M.S. BP sheet 1.66 mm to 2 mm thick in eaves board/facia/soffits/ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer- in Charge (Base members of steel work shall be measured & paid separately) complete within all leads, lifts carriage of material and other incidentials.

Proviing and fixing 15 cm wide, 45 cm overall semicircular plain G.S. sheet gutter with iron brackets 40X3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete within all leads, lifts carriage of material and other incidentials.

0.63 mm thick with zinc coating not less than 275 qm/sqm

Providing and fixing on wall face unplasticised 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, (i) Single socketed pipes.

100 mm dia mtr.

Providing and fixing plain multipurpose cement board (Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperately) complete within all leads, lifts carriage of material and other incidentials.

6mm thick cement bober board as per IS:14862

filling availale excavated earth (excluding rock) in trenches, plinth, sides of foundation, etc. in layers not exceeeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 mtr. And lift upto 1.50 mtr complete within all leads, lifts carriage of material and other incidentials.

Dry stone pitching 15 cm thick including supply of stones and preparing surface complete within all leads, lifts carriage of material and other incidentials.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.0% and conforming to IS:15622, of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement:4coarse sand) jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. complete within all leads, lifts carriage of material and other incidentials.

size of tiles 600X600 mm

Providing and laying vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete within all leads, lifts carriage of material and other incidentials.

Size of tiles 500X500 mm

15 mm cement plaster on the rough side of single or half brick wall of mix:

In cement Mortar 1:6

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 within all leads, lifts carriage of material and other incidentials.

Fixed to openings/ Wooden frames with rawal plugs screws etc.

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer- in-Charge. (Butt hinges and necessary screws shall be paid seperately)

Second Class teak wood, 35mm thick shutters.

Providing and fixing wire gauge shutters using galvanized M.s. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necwssary screws.

Second class teak wood

Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS: 14616 and TADS 15:2001 (Part B), fixing with butt hinges of required size with necessary screws, all complete as per directions of Engineer-in-Charge and panelling with panels of : (Note:- Butt hinges and necessary screws shall be paid separetaly complete within all leads, lifts carriage of material and other incidentials.

12 mm thick plain grade-1, mendium density flat pressed three layer particle board FPT-I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS :848

Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or grades wood particle board medium density gradeI, IS: 3087 marked, including top cover of 6mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.s. pipe 20 mm dia (heavy type) curtain rod with nickel plated brackets, including fixing with 25X3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mmX40mmX40mm on both inner side of pelmet and rawl plugs 75mm long etc. all complete within all leads, lifts carriage of material and other incidentials.

Providing and fixing aluminium sliding dor bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete within all leads, lifts carriage of material and other incidentials.

Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour orshade, with necessary screws etc.complete within all leads, lifts carriage of material and other incidentials.

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade, with necessary screws etc. complete within all leads, lifts carriage of material and other incidentials.

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade, with necessary screws complete within all leads, lifts carriage of material and other incidentials.

Single rubber stopper

Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour or shade with necessary screws etc.complete within all leads, lifts carriage of material and other incidentials.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:-

New work (two or more coats) over and including water thinnable priming coat with cement primer complete within all leads, lifts carriage of material and other incidentials.

Finishing walls with Acrylic Smooth exterior paint of required shade:

New work (Two or more coat applied @ 1.67 ltr./10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10sqm complete within all leads, lifts carriage of material and other incidentials.

Applying priming coat:

With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) complete within all leads, lifts carriage of material and other incidentials.

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr./0 sqm of approved brand and manufacture

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr./0 sqm of approved brand and manufacture

Making plint protection 50 mm thick of cement concrete 1:3:6 (1Cement :3Coarse Sand (Zone-III): 6graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and gouted with fine sand, including necessary excavation, levelling & dresing & finishing the top smooth complete within all leads, lifts carriage of material and other incidentials.

Providing and fixing up to floor five level precast cement concrete hollow block, including boisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete. 1:1 1/2 :3 (1 Cement: 1 1/2 coarse sand) : 3 graded stone aggregate 20 mm nominal size) complete within all leads, lifts carriage of material and other incidentials.

15 mm cement plaster on the rough side of single or half brick wall of mix: 1:6 (1 cement : 6 fine sand)

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 Kg/10 sqm) complete within all leads, lifts carriage of material and other incidentials.

Structural steel work in single section, fixed with orwithout connecting plate, including cutting, hoisting, fixingin position and applying a priming coat of approved steel primer all complete within all leads, lifts carriage of material and other incidentials.

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applie @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture complete within all leads, lifts carriage of mat

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including gettingout the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete within all leads, lifts carriage of material and other incidentials.

All kinds of soil

Stone soling under floor property hand packed and consolidation by hand ramming complete within all leads, lifts carriage of material and other incidentials.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level complete within all leads, lifts carriage of material and other incidentials.

1:4:8 (1cement : 4course sand : 8 graded stone aggregate 40 mm nominal size)

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

Extra for shuttering in circular work (20% of respective centering and shuttering items)

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and superstructure complete within all leads, lifts carriage of material and other incidentials.

Mild steel and mendium tensile steel bars

Reinforced cement concrete work in beams, suspended floors, rofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size complete within all leads, lifts carriage of material and other incidentials.

6 mm thick cement plaster in ceiling of mix:-

In CM 1:3 (1 cement : 3 fine sand).

P/F of net/jali in inlet of down pipe complete within all leads, lifts carriage of material and other incidentials.

Providing and fixing on wall face unplasticised 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, (i) Single socketed pipes. complete within all leads, lifts carriage of material and other incidentials.

100 mm dia mtr.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. complete within all leads, lifts carriage of material and other incidentials.

25 mm dia nominal bore

Providing and complete within all leads, lifts carriage of material and other incidentials. fixing .I. pipes complete with G.I. fittings including trenching and refilling etc.

20 mm dia nominal bore

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. complete within all leads, lifts carriage of material and other incidentials.

15 mm dia nominal bore

P/F of water tank etc. complete (1000 Ltr.)

P/F of float valve 25 mm dia brass in side of RWH tank

P/F of tolu pump etc complete

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeing 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, indluding getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. complete within all leads, lifts carriage of material and other incidentials.

All kind of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level complete within all leads, lifts carriage of material and other incidentials.

1:5:10 (1 Cement :5 fine sand : 10 graded stone aggregate 40 mm nominal size)

Brick work with common burnt clay machine moulted perforated bricks of class designation 12.5 conforming to IS:2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 Cement :6 Coarse sand)complete within all leads, lifts carriage of material and other incidentials.

With modular bricks

15 mm cement plaster on the rough side of single or half brick wall of mix complete within all leads, lifts carriage of material and other incidentials.

In cement mortar 1:4

40 mm thick with 20 mm nominal size stone agg. complete within all leads, lifts carriage of material and other incidentials.

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

Suspended floors, roofs, landings, balconies and acesss platform

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level and superstructure complete within all leads, lifts carriage of material and other incidentials.

Mild steel and mendium tensile steel bars

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All works upto plinth level complete within all leads, lifts carriage of material and other inciden

1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Vivek Prasher

Navneet Singh Rathore

satish abrol

AMIT KATOCH

Gopal Singh Thakur

kuldeep thakur

SPARSH MEHTA