Construction of Superintending Engineer and Executive Engineer Project Office alongwith Boundary wall in Pipalkoti, District - Chamoli

Amount

Building Cost of Superintending Engineer and Executive Engineer Project Office

(i) For Ground floor-Construction of Ground Floor Including- 0.30 mtr additional height of floor above normal floor height of 3.60 meter, 0.30 mtr Higher plinth height over normal plinth height of 0.60m, 0.30 mtr deeper foundation over normal depth of 1.20m, Making Stronger Foundations to take load of one additional floor at a later date, FIRE FIGHTING-Downcomer system, FIRE ALARM SYATEM- Automatic Fire alarm System, all necessary Internal water supply & Sanitary installations, all necessary electrical external service connection, all necessary Civil External Service Connection, all necessary Local body approvals including tree cutting etc, all necessary Internal elect. Installations, third Party Quality assurance, PVC water tank of 1000 ltr capacity and other items required for proper functioning of office complete in all aspect etc. (plinth area to be measured)

(i) For First floor- Construction of First Floor Including- 0.30 mtr additional height of floor above normal floor height of 3.60 meter, FIRE FIGHTING-Downcomer system, FIRE ALARM SYATEM- Automatic Fire alarm System, all necessary Internal water supply & Sanitary installations, all necessary electrical external service connection, all necessary Civil External Service Connection, all necessary Local body approvals including tree cutting etc, all necessary Internal elect. Installations, Third Party Quality assurance, PVC water tank of 1000 ltr capacity, public address system in conference room and other items required for proper functioning of office complete in all aspect etc. (plinth area to be measured)

DEVELOPMENT OF SITE

Levelling

Internal Road and Path- Cement concrete pavement with vaccume dewatered concrete including the provision of Solar street lights at suitable spacing as decided by engineer in charge

External Sewarage

Filtered Water Supply-Distribution lines upto 100 mm Dia including piping for Solar Water heating system

Storm Water Drains

Rain Water Harvesting (RWS)

Boundary wall with 1500mm high and 600 mm high MS grill including 2100 mm high steel gates at every 100 m- With bickwork structure and RCC bend at ground level and coping.

Horticulture works-Horticulture operations including 30cm earth filling, grassing, tree plantation/shrubs and potted plants and development of lawn including boundary

Horticulture works-Vertical plantations

Carriage of earth by mechanical transport including loading,unloading and stacking up to 1 km.

Carriage of Earth By Mechanical Transport including loading,unloading and stacking lead up to 5.0 KM. DSR 1.1.2

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-incharge. DSR 2.6.1 All kinds of soil

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.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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 and(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level, Cold twisted bars

Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 6.1.2

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 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 up 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. Cement mortar 1:6 (1 cement : 6 coarse sand)

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.DSR 10.25.2 In gratings, frames, guard

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 10 mm gap for thermal expansion, Single socketed pipes. 110 mm diametre.

Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, 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. DSR 12.50

Cement plaster (1:3) finished with a floating coat of neat cement. DSR 13.9.1.2 20 mm Cement Plaster

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : DSR 13.62.1 Two or more coats on new work

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.

Landscaping of office, lawn development around office building including providing & installation of flower pots in office builidngs, providing & fixing of sign boards in office buildings, flex boards and fountain as directed & approved by Engineer-in-charge.(L.S.)

R K AND Co (BID ID -357975)

sushilprasad (BID ID -357973)