PROVN OF 14 GARAGES (GALVANUIM SHEETs) FOR HOSPITAL AND SHED AT MAIN GATE FOR VISITORS CHECK AT 7 AFH KANPUR CANTT

Amount

STEEL TRUSS (SHED) Surface excavation not exec 30 cm deep and averaging 15 cm deep and getting out in soft /loose soil complete all as specified and directed.

Excavation in post holes each not exc. 0.5 cum getting out in soft loose soil including returning filling, spreading, leveling, watering and well ramming in layers not exceeding 25 cm and removing of surplus soil not exc. 50 m complete all as specified and directed.

Excavation in trenches exc 1.5m wide and n exc 1.5m depth for foundation etc or for shaft wells, cesspits, manhole, pier and laying of cable etc and getting out in soft/ loose soil complete all as specified and directed.

M&L PCC 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in foundation and as in mass concrete complete all as specified and directed.

M&L PCC 1:2:4 type B-1, using 20 mm graded crushed stone aggregate as in foundation and as in mass concrete complete all as specified and directed.

Returning filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.

Removing excavated material not exc 50 m and deposited where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.

M&L brick work with using fly ash bricks, straight or curved on plan exc. 6 m mean radius built in CM 1:6 complete all as specified and directed.

M & L 15 mm thick rendering on fair faces of brick wall and concrete surfaces in cement mortar 1:6 finished even and fair complete all as specified and directed.

M & L 15 mm thick rendering on other than fair faces of brick work in cement mortar 1:4 finished even and fair complete all as specified and directed.

M&L preparation of new surfaces of wall and applying two coats of oil bound distemper over a coat of birla care putty (1 mm thick) on internal surfaces of wall complete all as specified and directed.

M&L preparation of new surfaces of wall and applying two coats of cement base paint over a coat of cement base primer on external surfaces of wall after applying a coat of birla care putty (1 mm thick) complete all as specified and directed.

S&F roof trusses (framed), trussed purlins, crane gantries, rails and fasters and heavy bracket framing (beam, tee, angle chanel, MS pipes etc) or flat section including distance pieaces cleats etc of Grade, FE-290(Gde E-165) complete all as specified and directed by GE. (Note: (i) Design of truss shall be provided by GE during progress of work and contractor shall execute construction of various sheds at various sites where directed by Engr incharge in hospital area of cantt kanpur. Any extra claim for shifting/ transporation of truss or height (n exc. 705m from FFL) issue will not be paid by dept and quoted unit rate shall be deemed included) for these aspects. (ii) Contractor shall procure steel truss directly from main/ primary producers i.e. SAIL/ RINL/ TISCO/ SRMB or as per list primary manufacturer's mentioned in PS under Appx 'B' duly approved by GE.

M&L preparation of new steel surfaces and applying two coats of synthetic enamel paint exceeding 10 cm width or girth over a coat of red oxide primer complete all as specified and directed.

S&F coloured galvalume profile sheet in roofing shall be with feed material manufactured from 0.50 mm (minimum) base metal thickness (BMT), minimum 550 MPa yield strength and shall confirm to physical specifications of ASTM-792 or equivalent. colour coated galvalume sheet shall have maximum pitch of 250 mm C/C and minimum 28 mm crest depth in length as per site requirement. The steel sheet shall be coated with hot dip metallic Aluminium Zinc alloy (55% Aluminiumm, 43.5% Zinc, 1.5% silicon) coating AZ 150 as 150 gm/Sq. mt total on both sides. The contractor shall submit manufacturer test certificates for the chemical and mechanical properties, confirming genuinity of materials including base metal thickness paint thickness and AZ 150 coating thickness must be submitted for approval to GE prior to the installation / fixing. The manufacturer of sheet should submit related documents for expected product service performance of pre painted metal sheet as per relevant ASTM/ IS. Manufacturer‟s recommended installation methodology shall be adopted for installation of roofing including profiled sheet, capping, trims, flashings, gutter and all types of accessories considered for roofing. Fastener shall be used for fixing roofing system as per manufacturer‟s recommendation. The painting shall be coloured based enamel super durable polyester with silicon coating of film thickness of minimum 25 micron (including primer) on top and minimum 10 micron (including primer) on interior face. The paint shall be of shade as approved by GE. The sheet shall have wide pans with minimum 2 (TWO) small stiffening ribs for effective water shedding and special male/ female ends with full return legs on laps for purlin support and fixed with self-driling screws as per manufacturers instructions completed all as specified and directed.

(Note : (i) Total thickness of galvalume sheet with BMT , AZ 150 coating and painting shall be minimum 0.575 mm thick. If 0.575 mm thickness sheet is not available in market then contractor shall provide sheet of next higher thickness as available in market without any price adjustment and quoted unit rates deemed included such variation, if any. (ii) Manufacturere, profiler and make of galvalume sheet shall be qpproved by GE as per tender documents and make & manufacturer's list of PS.

All as per item No. 15 above but colour coated plain galvalume sheet as in ridge to match the existing roof coverings all as specified by manufacturrers instruction complete all as specified and directed.

M & L hardcore of broken crushed stone boulders of gauge n exc. 63mm and deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surfaces complete all as specified and as directed.

M & L 100 mm thick cement concrete 1:2:4, type B-2 using 40 mm graded crushed stone aggregate laid in alternate bay and spike rolling to surface or making impressions of expanded metal while the concrete is green with using extra cement complete all as specified and as directed.

M & L 75 mm thick cement concrete 1:3:6, type C-2 using 40mm graded crushed stone aggregate as plinth protection and concrete finished even and smooth with using extra cement complete all as specified and as directed.

S&F rolled mild steel joist, channel, angle or tee sections, fixed independently, as in posts of trusse without connecting plates etc (cut to ordinary lengths i.e within 20mm of the length indicated) conforming to grade E-250 (Fe-410W quality) of any size shape complete all as specified and directed.

S&F plain mild steel plates used as in gusset plate and similar work conforming to Fe-410-W grade E250 complete all as specified and directed.

ROAD/ PATH M & L cement concrete type 1:3:6 type C-2 using 40mm graded crushed stone base or in mass concrete complete all as specified and as directed.

M&L, machine pressed pre-cast concrete inter locking pavers block of any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with finished by using rubber moulded technology consisting of appropriate ratio malamine base super plastisizer imported pigment and surface hardening chemical to match surface of high abrasion, resistance and glazed finished with grey cement and pigment and edging portion shall be finished with PCC 1:2:4 type B0, for proper matching with existing surface, complete all as specified and as directed. (NOTE: Brand name shall be embosed in each paver blocks).

M&L sand cushioning under paver block, thickness 25mm, including watering & ramming complete all as specified and directed

M & L providing precast RCC 1:2:4 type B-1, using 20 mm graded srushed stone aggregate as in kerb stone and similar work, shape and size as approved by GE complete all as specified and directed.

E/M WORK(INTERNAL WIRING) M&L point wiring for one light /fan point controlled by one way switch using PVC FRLS insulated and unsheathed copper stranded conductor cable of size 1.5 Sq mm , 1100 volt drawn in and including 20 mm dia PVC non rigid conduit with all fittings/ fixtures, cast iron/ pressed steel terminal box 1.6 mm thick of required size bakelite sheet 3 mm thick for mounting switch , socket brass screws and washer including PVC insulated and unsheathed solid copper wire of size 1.5 Sqmm used as continuous earth wire dolly connected complete all as specified & directed.

S & F switch piano type 240 V, 5 Amp , SP one way flush type complete all as specified & directed.

S&F celling rose surface backelite, 65x20 mm three terminal complete all as specified & directed

S&F sheet metal enclosures for MCB distribution board SPN 4 way double door type with 200 amp rated bus bar and suitable for SPN Isolator as incomer complete all as specified & directed.

S&F in replacement MCB SP upto 30 Amp ,240 volt breaking/ rupturing strenste of 10 KA 'C' curve complete all as specified & directed.

S&F in replacement Isolator SPN , 20 to40 Amp , 240 Volt complete all as specified & directed.

Supply and fixing LED street/ Bldg security light fittings 45 watts energy saving incl making all electric connection using three core copper cable drawn through in PVC flexible counduit pipe from ceiling rose to fittings and mounting bracket made out by GI pipe light grade in 25 mm dia of bore in required length bend in 120 degree fixed with clamp made out by GI strip in size 32 x4 mm using nut bolt and washer etc complete all as specified and directed.

Supply & filling of sand cushioning (dry sand) free from impurities or vegetable grass in under ground cables for cable protection in layer of 8 cm deep before laying of cable and 15 cm depth after laying the cable, complete all as specified and directed. (NOTE : Punned thickness of sand layers shall be measured and paid .)

M&L sub class B bricks old size well burnt, laid dry flat in trenches for protection of cable over LT/HT cable complete all as specified and directed.

M&L boring of holes under road/drain/PCC path by mannual method for inserting upto 150 mm dia of bore pipe /GI tubing for cable protection including filling of PCC or laying of hot bitumen over top surface to match the existing road/ PCC path complete all as specified and directed. (NOTE: Depth of bore shall not be more than 1.5m below natural Ground level.)

Supply, laying, jointing, testing & Commissioning in trences/ fixing with pole/ connecting, thembling, glanding of XLPE insulated under ground screened PVC bedded, galvanised steel strip or wire armoured, electric power cable (Heavy duty) 1100 volts grade with stranded aluminium conductor of size 6 Sqmm 2 core (earthed) complete all as specified and directed. (NOTE: Excavation & earth work, sand cushioning, brick protection shall be measured and paid under respective items.)

M&L earthing complete with galvanised steet earth electrode 600x600x6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of earth electrode not less than 1.5 mtr below normal ground level, connected to galvanised iron wire 4mm as earth wire by means of bolt, check nuts & washer of GI or steel connected to earth test point including earth strip from earth electrode to test point, Gl pipe 20 mm dia light grade as protection pipe and 20mm dia GI pipe light grade for watering pipe of required length including charcoal dust, common, salt, excavation and earth work, earth pit with PCC 1:3:6 type C 1 using 20mm graded stone aggregate, precast RCC cover 40mm thickness reinforced with 03 Nos TMT bars, 8 mm dia, both ways, funnel with wire mesh, testing and rest as shown in electrical plate No 3 of SSR Part -I complete all as specified and directed.

Ashirwad Contractor and Supplier

M/s DKS Engineering Works

Deepesh Electricals

B.K.ASSOCIATES

SAXENA BANDHU

mayadeep buildcon