PROVISION OF OVERHEAD WATER FILLING POINT AND WATER SUPPLY TO EXISTING FIRE HYDRANTS AT GORAKHPUR UNDER GE (AF) GORAKHPUR

Amount

Surface excavation not exceeding 30cm deep and average 15cm deep and getting out in soft/loose soil complete all as specified and directed by Garrison Engineer / Engr-in-Charge.

Excavating in trenches, not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for wall foundation etc or for manholes etc not exceeding 10 Sqm area on plan and not exceeding 1.5 metre in depth and getting out in soft/loose soil.

Excavating in over area not exceeding 1.5 metre in depth and getting out in soft/loose soil complete all as specifed and directed.

Returning filling in foundation/trenches including spreading leveling, watering and well ramming in layers not exceeding 25cm thick complete.

Removal of excavated material not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified.

Material and labour hard core of gauge not exceeding 63mm, deposited, spread and levelling in layers not exceeding 15 cm thick, watered and rammed to true surface with power roller complete all as specified and directed by Garrison Engineer / Engr-in-Charge.

Material and labour sand cushioning for under ground cable with locally available sand for protection of cable 8cm before laying cable and 15cm deep over the cable including spreading and consolidations, complete. (Note-Punned thickness ie 180mm will be measured and paid)

Material and labour providing, plain cement concrete (1:4:8) type D-2, (using 40 mm graded crushed stone aggregate) as in foundation , filling and mass concrete, etc complete all as specified and directed by Garrison Engineer / Engr-in-Charge.

Material and labour brick work with sub-class 'B' bricks (old size) straight or curved on plan exceeding 6 metre mean radius, built in cement and sand mortar (1:6) complete all as specified and directed.

Supply and laying in trenches dry well burnt locally available sub class 'B' bricks best class locally available laid over sand cushioning for protection of cable complete all as specified and directed by Garrison Engineer / Engr-in-Charge.

Construction of brick masonry pit chamber of internal size 900mm x 900mm x 1200mm with mild steel angle iron frame, plate cover, painted with two coats of anticrossive bitumen paint over a coat of red oxide primer after preparation of surface including locking arrangment and necessary excavation and earth work, PCC in foundation, brick work and cement plaster in internal surface of walls and outside upto 150mm deep below ground level etc complete all as specified and shown on drawing No. CEAF/TD/EM/01 Sheet No. 1/1

Supply and fix wire netting of stainless steel (S-306 grade) wire 1.40 mm nominal dia size of mesh 12 mm fixed with tinned tacks stainless steel wire stapples to frame complete all as specified and directed. .

Supply and fix Mild steel tie bars with screwed ends, nuts, washers and mild steel plates for walls, chimneys, roofs arches, etc. king rods and straining bolts conforming to Fe-290 Gde E-165 complete all as specified and directed.

Material and labour mild steel TMT bars 10 mm dia, and over cut to length bent to shape required including cranking, bending spirally for hooping for columns, hooking, ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

Material and labour mild steel work in tubular trusses, including special shaped washer etc complete using ERW or induction butt welded tubes conforming to I.S. 1161-1979 grade St.-240 complete all as specified and directed.

Material and labour joist channel, angle or tee section, fixed independently, without connecting plates, etc (cut to ordinary lengths i.e. within 20 mm of the length indicated complete all as specified and directed.

Supply and fix expended metal, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9 mm dia or fixing with galvanised steel staples complete and fixed to wood or steel members of weight exceeding 4 Kg/Sqm complete all as specified and directed.

Material and labour providing,100 mm thick plain cement concrete (1:4:8) type D-2, (using 40 mm graded crushed stone aggregate) as in sub base of path / pavings etc complete all as specified and directed by Garrison Engineer / Engr-in-Charge. Note :- Concrete in sub base shall be laid in alternate bays including necessary form work. The cost of form work shall be included in the unit rate quoted by contractor.

Material and labour providing,100 mm thick plain cement concrete (1:2:4) type B-2, (using 40 mm graded crushed stone aggregate) as in pavings laid in alternate bays finished surfacesh even and smooth without using extra cement complete all as specified and directed by Garrison Engineer / Engr-in-Charge. Note :- Concrete in sub base shall be laid in alternate bays including necessary form work. The cost of form work shall be included in the unit rate quoted by contractor.

Material and labour 15mm thick rendering in cement and sand mortar (1:6) on fair faces of brick work, surfaces finished even and fair without using extra cement, complete all as specified and directed.

Material and labour preparing new steel surfaces of any description not otherwise described over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Supply and fix Hose box made of 18 guage MS Sheet 800mm X 600mm X 250mm with double door with 4 mm thick glasses and door frame made of 16 guage MS sheet painted with fire red outside and brilliant white inside yard for keeping hose reel complete all as specified and directed.

Supply and fix 63 mm dia 15 mtr long RRL hose type A ISI marked (IS 636 ) duly SS binded and coupled complete with male and female coupling ISI marked ( IS 903) complete all as specified and directed.

Supply and fix fire hydrant landing valve type A single head outlet of 63mm dia of size ISI marked (IS 5290) complete all as specified and directed.

Supply and fix mild steel flanged pipe 100 mm bore NB heavy duty for multi storied buildings duly painted with two coat of syenthetic enamel paint over a coat of red oxide primer including prepration of new steel surfaces complete all as specified and directed.

Material and labour cutting of existing cast iron / ductile iron pipes of size 100 mm bore in position for taking off connection by inserting of new CI tee of size 100 x 100 x 100 mm complete all as specified and directed. Note :- (i) Quoted rate shall deem to includ cost of earh work and dewatering of residual water. (ii) CI fittings and lead joints shall be measured and paid seperately under respective item of this schedule.

Material and labour cutting of existing cast iron / ductile iron pipes of size 80 mm bore in position for taking off connection by inserting of new CI tee of size 80 x 80 x 80 mm complete all as specified and directed. Note :- (i) Quoted rate shall deem to includ cost of earh work and dewatering of residual water. (ii) CI fittings and lead joints shall be measured and paid seperately under respective item of this schedule.

Supply and fix cast iron sluice valve heavy duty both ends flanged of class PN 1.6 ISI marked with high tensile froged brass spindle cast iron head operated wheel and cap, including provision of both end flanged joints with 3mm thick rubber gasket with suitable size bolts, nuts and double washers complete suitable for 80 mm dia DI pipe. Note:- Quoted rate shall be deem to included cost of flange joints.

Supply and fix cast iron sluice valve heavy duty both ends flanged of class PN 1.6 ISI marked with high tensile froged brass spindle cast iron head operated wheel and cap, including provision of both end flanged joints with 3mm thick rubber gasket with suitable size bolts, nuts and double washers complete suitable for 100 mm dia DI pipe complete all as specified and directed. Note:- Quoted rate shall be deem to included cost of flange joints.

Material and labour ductile iron flange/socketed fittings of class K-12, IS : 9523-2000 marks, with internal cement mortar linning and out side zinc coating and bitumen finished layer viz bends, tapers reducers, tee pieces, any type, angle/radius, straight connecting pieces, flanged/socket & spigot ends upto 200 mm bore pipe (suitable for DI pipe considered in this schedule) complete all as specified and directed.

Supplying, laying, testing and commissioning of XLPE insulated, PVC bedded, galvanised steel strip armoured, heavy duty electric cable with stranded aluminium conductor, 1100 Volts grade, connecting both end with suitable lugs of cross sectional area 35 sqmm 3.5 core, complete all as specified and directed by Garrison Engineer / Engr-in-Charge. Note :- Excavation, earth work, sand cushioning, protection cover and pipe shall be measured and paid for separately under respective items of this schedule.

Supply jointing including jointing material commissioning and testing of submersible cable of size 16 Sqmm, 3 core flat cable 1100 volts grade with copper conductor complete all as specified and directed by Garrison Engineer / Engr-in-Charge.

Supply, installation , commissioning and testing of electric driven horizontal type mono submersible pumping set Head -25 metre, discharge 50 LPS, and lifting of water inside the bore well / static water tank to filling point at 25 metre head complete all as specified and directed by Garrison Engineer / Engr-in-Charge.

Supply, installation, testing and commissioning of factory made LT Panel indoor type (CPRI type test certified), platform mounted suitable for 415 volts, 3 phase, 4 wire 50 Hz AC supply system having busbar chamber with insulator. The panel shall be dust and vermin proof, IP 54 class protection made out of 3.15 mm CRCA MS sheet and frame work, with suitable size, front opening type with aprons for cable Alley for I/C100 Amps and four outgoing feeders, with double door shutter and locking arrangement (including provn of 65mm Godrej (freedom) lock with two key including internal wiring with suitable size (but not less than 2.5 Sqmm) PVC insulated multistranded copper conductor FRLS cable, 1100 volts grade complete. All steel metal work including frame shall be with antocrossive coating with sevent tank process and finally epoxy polyster powder coating of flint grey shade the scope of work also comprising the following :- (a) Aluminimum bus bar - 04 Nos strips of appropriate size 100Amps, rating capacity provided with heat shrinkable sleeve not less than one mm thick. (b) Incoming :- (i) MCCB 4 pole, 415 volt, AC, 50 Hz, 63 Amps rating, ultimate breaking capacity 27KA- 01 Nos (ii) Digital Volt meter, 3 Phase 96x96 sqmm suitable for voltage range 0-500 V-01 No. (iii) Digital Ammeter, 3 Phase 96x96 sqmm suitable for range 0-100 Amp with CTs ratio 100/5 Amp-01 set (iv) Indicator lamp LED type of (R,Y,B) set of 03 Nos with toggle switch-01 set (c) Outgoing (i) MCB 40 Amp rating capacity, 230Volt, 10KA, 4 pole - 01 Nos (ii) FASD star delta Starter suitable for pump - 01 No Note :- (i) All out going feeder shall be connected by cable through suitable size of gland plate/gland. (ii) The various feeder shall be indicated by 50mm size in synthetic enamel paint. (iii) Quote rate shall deem to be included cost of platform as specified in particular specifications.

Material and labour cement concrete in pavement / hard standing of flexural strength 40 Kg / per square centimetre in field using minimum 400 Kgs of cement per cubic metre of concrete slab not exceeding 25 centimetre thick , laying pavement concrete / Hard standing in bays between joints including necessary form work complete all as specified and directed by Garrison Engineer / Engr-in-Charge. Note :- (i) Work shall be executed as per design mix as approved by GE. (ii) The content of cement as specified is minimum. Any variation in content of cement during design mix at site on plus side shall be borne by the contractor without any extra cost to the Government.

Material and labour forming construction joint 30mm deep x 10mm wide filled with sealing compound.grade B complete all as specified and directed by Garrison Engineer / Engr-in-Charge.

Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 150mm thickness below or above ground floor including hacking of concrete surfaces to receive new concrete/ floor finishes and removing rubbish out site MOD land complete all as specified and directed by Garrison Engineer / Engr-in-Charge.

m/s eastern technocrafts

M/S Rajeev Kumar

M/s Aradhana Enterprises