Basai SVS W S Scheme Block Ramnagar Nainital

Amount

OVER HEAD TANK WORKS

Soil testing , Design of OHT, Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of capacity 100 KL and 18m Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome including 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts till Top dome & on Top dome, fixed with M.S. ladder to the top dome & to the floor inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of DI K-9 150 mm dia in outlet, DI K-9 100mm dia in inlet, DI K-9 100mm dia in overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials), flooring, 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S, M.H. cover , ventilator, columns etc. complete with approved water proofing ( apex)/ emulsion paint, testing, filling & arranging water for water tightness testing purpose etc. including supply of vertical pipes and specials assuming bearing capacity as 8MT/M2 or less.

Construction of masonry type chamber for sluice valve Size as per type design

WATER WORKS CAMPUS WORKS

Supplying and filling in plinth with Jamuna sand including watering, ramming, consolidating and drassing complete in proposed water works.

Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.

Edging with bricks laid dry length wise, including required excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50 m :Common burnt clay F.P.S (non modular) bricks of Class designation 7.5

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded)

Providing and Displaying Marigold jaffri dwarf in different colour well developed with fresh & healthy foliage with 12 to 15 flowers in full bloom specimen plant 23 to 30 cm ht. in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.

Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc SUB HEAD : 16.0 ROAD WORK 282 Code Description Unit Rate No. chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.

Construction of Nala for avoid water logging in OHT Campus

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 getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.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 40 mm nominal size.

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 20 mm nominal size)

M/S S.P. AGARWAL AND COMPANY

GRM Infrastructure (P) Ltd.

goyal and sons

SAFEENA ENTERPRISES