PROVN OF AREA DRAINAGE INFRASTRUCTURE FOR STATION AFSSR UNDER GE AF GURGAON

Amount

Excavation over areas in soft/loose not exceeding 1.50m deep and getting out complete all as specified and as directed.

All as per item No 1.00 above but exceeding 1.50m deep but not exceeding 3.00m and getting out complete all as specified and as directed.

M&L for 100mm thick Plain Cement concrete 1:2:4 type B-1 using 20mm graded stone agg as in foundation complete all as specified and as directed.

M&L for reinforced cement concrete M-30 Design mix as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed.

M&L for reinforced cement concrete M-30 Design mix as in Cylindrical wall complete all as specifed and as directed.

M&L for reinforced cement concrete M-30 Designe mix as in Slab complete all as specified and directed.

M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and as directed.

M&L for formwork to faces of Cylindrical walls,retaining walls, abutments,parapets and staircase ailings and similar work including attached pillasters, buttresses,etc.; vertical or to batter complete all as specified and as directed.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work;not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed.

M&L for formwork to square/reactangular sides of pillars, posts, struts, piers, columns, and stanchions complete all as specified and as directed.

M & L for rendering 12mm thick in first coat and 10mm thick in second coat in cement mortar 1:3 mix with suitable proportion of intergral water proofing compound @ 2% by the weight of cement for internal sides of wall / flooring all as specified and as directed. Note : WPC will be measured and paid seprately.

M & L for rendering 12mm thick in cement mortar 1:3 mix with suitable proportion of intergral water proofing compound @ 2% by the weight of cement for External sides of wall including vertical edges of base slab and top of outside projection of base slab all as specified and as directed. Note : WPC will be measured and paid seprately.

Supply only integral water proofing compound complete all as specified.

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

All as per item No 14.00 above but 5 to 10 mm dia in stirrups, spacers and binders etc complete.

M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer. complete all as specified and as directed.

M&L for mild steel work as band straps,supports,stey hold fast and wall ties and similar small articles conforming to IS-FE 290 Gde 165. Note : Embedded portion of hold fast/wall ties shall be treated with tar of coal tar black point complete all as specified and directed .

Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in soft/lose soil etc complete all as specified and as directed by Engineer-In-Charge.

Rolling and consolidating formation surface with 8 to 12 tonne power roller to required gradient and camber etc complete all as specified and as directed.

M&L for hard core of gauge not exc 63 mm, deposited, spread, and levelled in layers not exc 15 cm thick, watered and rammed to a true surface etc complete all as specified and as directed by Engineer-In-Charge.

M&L for 100 mm thick cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregates) as in sub base of path/roads etc complete all as specified and as directed by Engineer-In-Charge.

M&L for 25mm thick sand cushioning including watering and consolidations etc complete all as specified and as directed.

M&L for machine presssd pre-cast concrete interlocking coloured paving Block of glass fibre reinfoced vibro compacted any shape and size confirming to IS-15658-2006 of 80 mm thick, M- 40 grade to match with grey cement and pigment etc complete all as specified and as directed.

M&L for cement concrete 1:2:4 type, B1 using 20 mm graded stone aggregates as in copings including necessary fromwork, weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.

Removing excavated soil to a distance exc 1.50 Km mtr but not exceeding 5.00 KM mtr and depositing where directed etc complete all as specified and as directed.

Returning filling in with soil , inlcuidng spreading, levelling, watering and well ramming in layers not exc 25 cm thicks `etc complete all as specified and as directed.

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Soft/loose soil complete all as specified and as directed.

M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation complete all as specified and as directed.

M&L for brick work with sub class 'B' brick, straight or curved on plan exc 6.0 mtr mean radius built in CM 1:4 etc complete all as specified and as directed.

M&L for brick work with sub class 'B' brick, straight or curved on plan as in half brick wall or on edge built in CM 1:4 etc complete all as specified and as directed.

M&L for Rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished fair and even without using extra cement complete all as specified and as directed.

M&L for Plain Cement ConcreteType C1 1:3:6 (Using 20 mm gradedgranite stone agg) as in coping inculding necessary form work complete all as specified and as directed.

M&L for cement concrete in surface channels and drains type B-0 , 1:2:4, using 12.5mm graded aggregate including extra smooth finished surface by using extra cement complete all as specified and as directed.

M&L for preparing newely plastered surface of wall and applying two coat of cement base paint etc complete all as specified and as directed.

M&L for Providing, precast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) in cover slabs and similar articles with plain faces etc.(of any section indicated), with plain fair faces, including chamfers weatherings, throating etc. and setting in mortar complete with joints to match complete all as speciied and as directed.

M&L for 450 mm dia Reinforced concrete pipes, class NP 3 with one collar per length of pipe with cement joints, complete all as specified and as directed.

M&L for 600 mm dia Reinforced concrete pipes, class NP 3 with one collar per length of pipe with cement joints, complete all as specified and as directed.

M&L for cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in bed to drain pipes 450mm including packing under and haunching against the sides of pipes after they laid and tested complete all as specified and as directed.

M&L for cement concrete (1:3:6) type C-2 using 40mm graded stone aggregate as in bed to drain pipes 600mm including packing under and haunching against the sides of pipes after they laid and tested complete all as specified and as directed.

M&L for boring/auguring suitable hole upto 6 mtr span for insertion of 600/450mm bore NP-3 pipe below existing road/hardstanding complete all as specified and as directed.

Demolition of brickwork, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and as directed by engr in Charge.

Demolition of cement concrete (unreinforced)/in ground floors and pavings n exc 15cm thickness (below or above ground level), including removal of rubbish outside MoD land, complete all as specified and as directed.

Taking down cement plaster of any description on brick walls, etc including raking out joints, hacking for key scrubbing down with water etc. complete all as specified and as directed.

M&L for sand cushioning to cable including punning/consolidations etc complete all as specified and as directed.

Supply and laying, sub class old 'B' burnt bricks, size of brick 230 x 115 x 75 mm laid as cable protection cover complete all as specified and as directed.

Supply & laying of PPR (POLYPROPYLENE RANDOM CO POLYMER) 3 layer pipes SDR 7.4 (PN 16) & fittings 90 mm dia having inner with anti microbial property and outer green coloured UV stabilize property fusion welded having thermal stability for hot and cold water supply including PP.R plain & brass threaded poypropylene random fittings and required for fixing to wall or laid in floor/ground or and testing of joints as per manufactures instruction complete all as specified and as directed.

Supply & laying of PPR (POLYPROPYLENE RANDOM CO POLYMER) 3 layer pipes SDR 7.4 (PN 16) & fittings 63 mm dia having inner with anti microbial property and outer green coloured UV stabilize property fusion welded having thermal stability for hot and cold water supply including PP.R plain & brass threaded poypropylene random fittings and required for fixing to wall or laid in floor/ground or and testing of joints as per manufactures instruction complete all as specified and as directed.

S&F MS pipe ( Heavy duty Class 'c') 65mm dia including fitting as required laid in treches or laying or floor for connecting to outgoing water main from pump all as directed by Engr-in-charge. Note:- MS flange and flange joint, bends etc complete with jointing material shall deemed to be included in the unit rate of this item.

S&F GI steel tubing light grade and connections including all fittings such as bends, belows tee, unions, sockets etc laid in trenches all as specififed and as directed by Engr-in-Charge.

Supply, installation & testing of 5 HP Submersible Pump, electric driver 415V, Three Phase suitable for 100 mm dia pipe, 15-33 Mtr Head discharge 850-200 Ltr/Minute inclusive of 3 metre long submersible cable complete all as specified and as directed.

Supply, Installing, Testing and Commissioning Verticle Inline Pumps, Electric driven 415 V, TP complete of capacitgy 5 HP complete all as specified and as directed.

Supply, Installing, testing and commissioning Non clog vertical submersible pumps, electric driven 415 Volt, TP complete of size 5 HP complete all as specified and as directed.

S&F FASD starter suitable for motor of capacity of 5 HP, 3 phase, AC, 415 Volt, complete with single phase preventer, Make- L&T or equivalent complete to be fixed in existing LT panel all as specified and as directed by the Engineer-in-Charge.

Supply, laying and testing for XLPE insulated, screened, PVC bedded, galvanised steel grip or wire armoured electric power cable (Heavy duty) laid in trenches and through ducts with aluminium conductor 1100 Volt Grade of size 35 Square mm 3.5 core including necessary joint materials wherever applicable complete all as specified and as directed by Engr-in-Charge.

S&F Cast Iron sluice valve 80mm dia, class PN- 1.6 with flanged and drilled ends any pattern including necessary jointing and jointing materials complete (with rubber gaskets, bolts and nuts etc) complete all as specified and as directed by Engr in charge

S&F CI non return valve 80 MM dia, PN-1.6 with flanged and drilled ends any pattern including necessary jointing and jointing materials, complete (with rubber gaskets, bolts and nuts etc) complete all as specified and as directed by Engr in charge.

M&L for construction of valve pit size 900mm x 750mm x 900mm consisisting of 230mm thick, old size brick masonry wall in cement mortar (1:6), PCC (1:4:8) type D2, using 40mm graded stone aggregete as in fondation, PCC (1:2:4) type B1, using 20mm graded stone aggregete in coping/bed, finished even and smooth, rendering 15mm thick in cement mortar (1:6) internally and 10mm thick in cement mortar (1:4) externally, finished even and smooth without using extra cement incuding three coats of white wash and earth work in any type of soil and including 3mm thick MS sheet cover fixed on 40mmx40mmx6mm thick angle iron frame ambeded in PCC coping with locking arrangement and mild steel hold fast & handle and duly painted with two coats of synthetic enamel paint over one coat of primer etc.complete all as specified and as directed.

M&L for boring/auguring (upto 6mtr span) suitable hole and insertion of 50 to 100mm dia GI pipe not less than 600mm below existing PCC/Road/hard standing complete all as specified and as directed. Note: GI pipe will be paid in saperate item complete all as specified and as directed.

Supply and fixing in replacement of flat submersible 3 core 6 Sqmm cable PVC insulated unsheathed multistranded copper conductor water proof suitable for submersible pump set complete all as specified and as directed.

Supply, installation , commissioning and testing of factory made LT panel board of suitable size double door, outdoor type, floor mounted, dust, weather and vermin proof, 415 volts, 3 phase, wire, 50 Hz AC supply, powder coated internally and externally made out of 3.15 mm thick outside body and inside body 1.6mm thick steel sheet with locking arrangement, front side and rear side opening arrangement including mounted on Angle iron stand of size 50x50x6mm having minimum height from ground level 450mm , duly grouted or welded on floor. Aluminium bus bar TPN of 200 A for all feeders to accommodate and including following items :-

Material and labour for PCC 1:3:6 type C2 using (40 mm graded stone aggregate ) for making good distrubed road surfaces and pole foundation including necessary use and waste of form work complete all as specified and as directed

M&L for earthing complete with galvanised steel earth plate electrode 600 x 600 x 6 mm thick buried directly in ground not less than 2.25 m, deep below normal ground level (with the top edge of the plate not less than 1.5 m below normal ground level), connected to using galvanised irion strip 25 x 4 mm as earthing lead by means of GI bolts, nuts, check nuts and washers of GI all as shown in electrical plate No 3 of SSR Part - I connected to earthing test point with and including necessary excavation and earth work in any strate PCC pit 1:3:6 type C-1, 20mm bore medium grade GI pipe for watering 15mm bore light grade pipe for GI bwire protection and funnel including 40mm thick RCC slab cover and testing on completion all as specified and as directed.

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