CONSTRUCTION OF CC ROAD FROM HARI NAGAR BRIDGE TO HANUMAN NAGAR HOUSING BOARD VIA BAKSHI CINEMA AND FROM PRACHIN HANUMAN MANDIR TO CHOPRA PATTI IN MC NARWANA UNDER CM ANNOUNCEMENT CODE NO. 24867

Amount

WBM SUB BASE OF GRADING- I (63-45 MM SIZE)

Moving Sludge from leading up 10km

ASHOKA Pendula (Grith=4"-5", height=7'-8, poly bag=21"*21")

GREEN GOLDEN BOTEL BRUSH (clear stem=4')

MORPANKHI (height=4'-5', poly bag=21"*21")

GOLD MOHAR(grith=1."-1.5", height= 6'-7')

Providing and stacking of Alstonia scholaris of height 150-165 cm. in bag of size 25 cm as per direction of the officer-in-charge.

Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge

Ficus benghalensis (Banyan) height 120-135 cm. in big poly bags size 25 cm

ARJUNA TREE

Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charg

Description of Work / Item(s)

Amount

Earth work in excavations in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and sub sequent filling around masonry, in 15cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters.

DISMANTELING cement concrete plain 1:2: 4 mi

Earth Filling Leading Up to 10 km

CONSTRUCTING BRICK MASONRY ROAD GULLY CHAMBERS (as per sizes given below) including dressing of beds sand sides of chamber to exact profiles, 15CM THICK LIME CONCRETE 16:24:100 (as per specified in item no.10.6) IN FOUNDATION, 1ST CLASS BRICK WORK LAID IN CEMENT SAND MORTAR, 1:5 40MM THICK CEMENT CONCRETE 1:2:4 TOPPING INSIDE THE CHAMBER WITH A FLOATING COAT OF 1:5 MM THICK NEAT CEMENT LAID IN ONE OPREATION TO THE TOPPING THE ENTIRE INNER SURFACE OF THE CHAMBER RENDERED WITH NEAT CEMENT NOT LESS THAN 12 MM IN THICKNESS OF 1:2 CEMENT SAND PLASTER AND FINISHED WITH A FLOATING COAT OF NEAT CEMENT 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road specified in item no,29.48 complete and to the requirement of the Engineer-in-charge

Cold twisted deformed (ribbed/ or steel) bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete.

Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors Quintal 147.70 1040.35 open able or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position.

Provding and fixing PVC rain water pipe 6 kg pressure of ISI MARK IN CEMENT MORTAR DURING MASONRY WORK. 150MM

Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc, excluding steel reinforcement but including centring and shuttering, laid in position, complete in all respects.(For work upto 1.5 metres below ground level).(a) extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering & shuttering, laid in position complete in al respects. extra over item no.10.79 to10.94 if 1:11/2:3 mix is used, instead of 1:2:4 GROUND FLOOR

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in payments, roads, taxitracks and runways, laid to required slope and camber, including consolidation, finishing and tamping complete

providing and laying 80 mm th. Interlocking paver block of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respect. (ISI MARK)

Damp proof course 40mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 peretration at 1.65 Kg per sqm laid hot and sanded.

First class brick laid in cement sand mortar 1:4 in foundation and plinth

First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level 1.(414.45+600%=2901.15/-)

20mm thick cement plaster 1:4 20.15+500%=120.9/-

12 MM THICK CEMENT PLASTER 1:4

Preparation of plastered or concrete surfaces for painting, including sand papering the surface, applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil,varnish and chalk mitti including finishing surface to the required finish, complete. (HSR:-11.15+230/%=36.80/-)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces.product shall be water repellent and fire retasdant. (HSR:-4.15+230%=13.70/-)

Provide two coats of exterior acrylic emulsion paint.(HSR:-48.75)

Design mix cement concrete of grade M-15 with minimum cement contents 240 Kg./cum in foundation and plinth (as per HSR item no.10.64@ Rs 580.29+450%=3191.595)

Providing and laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge in first storey upto 4 meters above plinth level. (Note: Cement content considered in this item is @ 360 kg/cum).

The Tohana Nirman Coop LC Society

The Tohana Nirman Coop LC Society