CE CHZ/SHJ/T-02/2020-21 PROVN OF PARKING FOR VEHICLES OF PATIENTS VISITORS AND STAFF NEAR NEW MH 1 COMPLEX AT SANJAULI SHIMLA

Amount

Item No 1 : Excavation over areas (not exceeding) 1.5 metre deep and getting out in soft / loose soil complete all as specified and directed.

Item No 2 : Excavation over areas exceeding 1.5 mtr deep but not exceeding 3.00 mtr deep and getting out in soft / loose soil complete all as specified and directed.

Item No 3 : Excavation over areas not exceeding 1.5 metre deep and getting out in hard/ dense soil complete all as specified and directed.

Item No 4 :Excavation over areas not exceeding 1.5 metre deep and getting out in soft / disintegrated rock complete all as specified and directed.

Item No 5 : Excavation over areas not exceeding 1.5 metre deep and getting out in hard rock complete all as specified and directed.

Item No 6 :Excavation over areas exceeding 1.5 metre but not exceeding 3.0 metre deep and getting out in hard rock complete all as specified and directed.

Item No 7 : Rough excavation not exceeding 1.5 metre deep and getting out in hard / dense soil complete all as specified and directed.

Item No 8 : Rough excavation not exceeding 1.5 metre deep and getting out in soft / disintegrated rock complete all as specified and directed.

Item No 9 : Rough excavation not exceeding 1.5 metre deep and getting out in hard rock complete all as specified and directed.

Item No 10 : Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m depth for laying cable not exceeding 10 sqm on plan and getting out in soft/loose soil complete all as specified and directed.

Item No 11 : Excavation in trenches in hard / dense soil not exceeding 1.5 mtr wide and not exceeding 1.50 mtr deep for pipes and for drains not exc 10sqm on plan and getting out complete all as specified and directed.

Item No 12 : Surface excavation in hard/dense soil not exceeding 30cm deep & averaging 15cm deep & getting out, complete all as specified and directed.

Item No 13: Add to ( or deduct from) item for every 3cm or part thereof above or below 15 cm average depth, complete all as specified and directed.

Item No 14 : Returning, filling in including spreading, levelling water and well ramming in layers not exc 25 cm in hard / dense / soft soil complete all as specified and directed.

Item No15 : Removing excavated soil n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point all as specified and directed.

Item No 16 :Removing excavated soil exc. 50m but n exc. 100 m & depositing where directed at a level n exc 1.5 mtr above the starting point, complete all as specified and directed.

Item No 17 : Removing excavated soil to a distance exc 100m and not exc 150m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.

Item No 18 : Removing excavated disintegrated rock to a distance exc 50m and not exc 100m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.

Item No 19 : Removing excavated disintegrated rock to a distance exc 100m and not exc 150m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.

Item No 20 : Plain cement concrete (1:2:4) Type B2 using 40mm graded stone aggregateas in walls, retaining walls, basement walls, ballast walls and the like; any thickness, size or shape including pilasters, buttresses columns, pillars,boundary pillars and posts (including caps and bases), complete all as specified

Item No 21 : M&L 100 mm thick plain Cement concrete 1:2:4 using 20mm graded stone aggregate as in flooring, finished rough, complete all as specified.

Item No 22 : M&L Plain Cement concrete 1:2:4 type B0 using 12.5mm stone aggregtes a in plinth course, coping etc, complete all as specified.

Item No 23: Plain cement concrete (1:4:8) Type D-2 using 40mm graded stone aggregate as in foundations filling and mass concrete complete, all as specified.

Item No 24 : M&L Plain cement concrete (1:1.5:3) Type A-2 using 40mm graded stone aggregate as in foundations filling and mass concrete complete, all as specified.

Item No 25 : M&L Cement concrete 1:3:6 type C1 using 20mm stone aggregtes as in surface channels & drains, finished smooth, complete all as specified and directed .

Item No 26 : Formwork to sides of concrete foundations, footing, bases of columns, raft and raft beams, sides and soffits (if any) for fair finished surface of foundation and plinth beams and similar work etc complete, all as specified and directed.

Item No 27 : Formwork to fair finished surfaces of concrete walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters etc complete all as specified and directed.

Item No 28 : Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressumers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for fair finished surfaces complete all as specified and directed.

Item No 29 : M&L Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work exceeding 20cm wide., all as specified and directed.

Item No 30 : Formwork to sides of pillars, posts, struts, piers, columns and stanchion, including fair finished surfaces, complete all as specified.

Item No 31 : Form work to staircases with sloping or stepped soffits including risers and stringers or roof beams,lintels etc finished fair surface complete all as specified and directed by GE.

Item No 32 : Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work exceeding 200 mm thick (Horizontal or Sloping) for fair finished surfaces of concrete all as specified and directed by GE.

Item No 33 : M & LReinforced cement concrete M-30 (design mix) using 20mm graded aggregate as in foundations, including rafts, footings, foundation beams plinth beams, bases for columns etc, basement, slabs, under-reamed piles and mass concrete.

Item No 34 : M & L RCC M-30 (Design Mix) using 20 mm graded stone aggregate, as in Beams cantilevers, bressumers, lintels over 1.5 m span complete all as specifiedand directed.

Item No 35 : M & L RCC M-30 (Design Mix) using 20 mm graded stone aggregate, as in Slab Supported on walls, beams and columns in floors, roofs, lalndings, balconies, canopies, deck slabs and in shelves and the like complete all as specified.

Item No 36 : M&L Reinforced cement concrete M-30 (design mix) using 20mm graded aggregate as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses.

Item No 37 : M & L Reinforced cement concrete M-30 (design mix) using 20mm graded aggregate as in fins, fascia, louvres, parapets, and railings exc 60 cm in height, newels, balustrade, and the like.

Item No 38 : M & L Reinforced cement concrete M-30 (design mix) using 20mm graded stone aggregate as in columns, pillars, piers, posts and struts , complete all as specified and directed by GE.

Item No 39 : M&L TMT bars 10 mm dia and over as in reinforcement, cut to length bent to shape required including cranking,bending spirally for hooping for column,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia secured with clips,complete all as specified and directed by GE.

Item No 40 : M&L TMT bar 5mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders, cut to length bent to shape required including cranking,bending spirally for hooping for column,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or secured with clips,complete all as specified and directed by GE.

Item No 41 : M&L TMT bar 6mm to 8 mm dia as in reinforcement,cut to length bent to shape required including cranking,bending spirally for hooping for column,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia secured with clips,complete all as specified and as directed.

Item No 42 : M&L Hardcore of guage exc 63mm but n exc 100mm using broken stone boulders, deposited, spread & leveled in layers n exc. 15 cm thick, watered & rammed to a true surface, complete all as specified and directed.

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Item No 44 : M&L Rubber moulded precast interlocking paver blocks of any size and shape, 80mm thick, M-40 grade with grey cement and pigment confirming to IS 15658-2006 laid over sand cushioning , complete all as specified and directed.(Note : sand cushioning shall be measured and paid separately under revelant item.

Item No 45 : M&L Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to 290.Gde-E-165 complete all as specified.

Item No 46 : M&L Drilling holes in existing RCC slab for bolts, pipes, etc. n.exc 25mm dia and n.exc 10cm in length , all as specified..

Item No 47 : M&L Preparation of new steel surfaces exceeding 10 CM width or girth applying one coat of red oxide zinc chrome primer and two coats of synthetic enamel paint, complete all as specified.

Item No 48 : Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering , ramming/rolling under optimum moisture content to minimun 95 percent modified proctor density and finishing to required size, shape, etc., n exc. 1.5 m high from base , complete all as specified and directed.

Item No 49 : Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering , ramming/rolling under optimum moisture content to minimun 95 percent modified proctor density and finishing to required size, shape, etc., exc. 1.5 m but not exc 3.0 m high from base , complete all as specified

Item No 50 : Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering , ramming/rolling under optimum moisture content to minimun 95 percent modified proctor density and finishing to required size, shape, etc.,exe 1.5 m but n exc. 3.0 m high from base , "including approved soil brought from outside MD land" complete all as specified

Item No 51 : Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering , ramming/rolling under optimum moisture content to minimun 95 percent modified proctor density and finishing to required size, shape, etc.,exe 3.0 m but n exc. 4.5 m high from base , "including approved soil brought from outside MD land" complete all as specified

Item No 52 : Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering , ramming/rolling under optimum moisture content to minimun 95 percent modified proctor density and finishing to required size, shape, etc.,exe 4.5 m but n exc. 6.0 m high from base , "including approved soil brought from outside MD land" complete all as specified

Item No 53 : Rendering 10 mm thick on fair faces of brick work or concrete surfaces in CM 1:4 to be finished even and smooth (without using extra lime or cement)

Item No 54 : M & L Preparing of new plastered surfaces and applying two coats of cement base paint over a coat of alkali-resistant priming paint all as specified and directed.

Item No 55 : Forming Construction joint 30mm deep x 10mm wide filled with sealing compound, Grade ‘A’ complete all as specified complete all as specified and directed.

Item No 56 : APP based polymeric membrane minimum weighing 3kg/sqm and minimum 3mm thick reinforced with polyster non wove fabric (wt. not less than 150 gms/sqm) land on wall by brushing neat cement slurry with 3 kg of cement per Sq.m with water proofing compound complete all as specified (NOTE : Water proofing compound is to be paid sepretely)

Item No 57 :Liquid water proofing compound ISI marked , complete all as specified and as directed.

Item No 58 : M & L broken stone or boulder of size 7 cm to 15 cm well compacted, hand packing (any thickness) at back of walls over arches etc complete, all as specified and as directed.

Item No 59 :S&F Polythene film, 200 micron thick, laid on well compacted earth and prevent to be punctured by stone chipps etc, complete all as specified and as directed.

Item No 60 :M & L for MS Plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections confirming to Fe-410-W(Gde-E-250) quality-B, all as specified and as directed.

Item No 61 :M&L MS Roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. confirming to Fe-410-W(Gde-E-250) quality-B, all as specified and as directed.

Item No 62 :M&L Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws or as directed complete all as specified and as directed.

Item No 63 :M&L Pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.5 mm thick for ridge of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified and as directed.

Item No 64 :M&L 2mm thick Fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc., all as specified and as directed.

Item No 65 : M&L Rolled sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc. confirming to Fe-410-W(Gde-E-250) quality-B, all as specified. and as directed.

Item No 66 : S&F MS Rolled mild steel work as in Stairs (framed), railing including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, etc. complete confirming to Fe-290 W, GdE-165 Quality A, all as specified and directed by GE.

Item No 67 : Machine cut kota stone slab flooring 18-22mm thick including & laid over 15 mm thick cement screed bedding layer in CM 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing , complete all as specified and directed by GE.

Item No 68 : Machine cut kota stone 15-18mm thick in riser of steps, skirting, dado and piller including & laid on rendering 10mm thick CM1:4 and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing , complete all as specified and directed by GE

Item No 69 : M&L Flexible fire stop sealant in joint 80mm deep x 10mm , Grade ‘B’ complete all as specified and directed by GE

Item No 70 : M&L Elastomeric sillicon sealant 350 mm wide , 15 mm thick , all as specified and directed by GE

Item No 71 : S& F Pre formed polymer based joint board as per IS:1838(Part-3) of 25 mm thick all as given in drawing all as specified and directed.

Item No 72 : S& F galvanised steel plate of class 3 and 16 gauge thick connected to RCC slab of existing building and proposed ramp with screw placed at 300 mm C/C , complete all as specified and directed by GE .

Item No 73 : S&F 10 mm thick GI Plate placed in crumple joints as shown in drawning , complete all as specified and directed by GE

Item No 74 : S &F of single side single "W" metal crash barrier comprising of cold formed W profiled section having thickness 3mm (uncoated thickness) with frame width of 311 mm depth 83 mm and length 4318 mm(made of IS marked HR coils conforming to IS 5986/2011) spaced 2.00 m C/C of the post which will be 1.0 m above top of beam/ wall with 300x300x10 mm thick base plate fixed by 04 Nos anchor bolt 10 dia to beam/ wall . metal beam rail to be fixed on the vertical post with spacer channel of cold formed channel section size 150x75x5 mm and 330 mm long (made of IS marked HR coils conforming to IS 5986/2011) , All the above components shall - conform to clause 810 of MORTH & specifications including all fittings required for erection on road side W-beams , posts , spacers shall be hot dip galvanized with zinc coating of 550 gm/Sqm. All bolts , nuts and washers shall also be hot dip galvanized to IS:1367 pt-XIII/1983 (Reaffirmed 2011)for bolts and IS 14394/1996(reaffirmed 2011) for nuts including carriage of material in all leads and lifts , all as shown in drawing and as per the direction of Engineer-in-charge.

AREA DRAINAGE

Item No 75 : S&F precast cement concrete 1:3:6 type C1, solid building blocks or slabs 7.50cm thick (with plain or interlocking joints as directed) setting in mortar 1:4 as in walls, complete all as specified and directed.

Item No 76 :S&F reinforced concrete pipes of 150 mm , class NP2 , laid and jointed complete with collars, laid in trenches or in floors, complete all as specified and directed.

Item No 77 :M&L Concrete bed to drain pipes of 150mm dia including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C2, complete all as specified and directed.

Item No 78 :S&F PVC (SWR) pipes of 150mm dia, single socketed in any length with rubber ring joints, fixed to walls including MS clamps, all as specified and directed.

EXTERNAL WATER SUPPLY

Item No 79 :Taking out and relaying of any dia GI pipe complete with all fittings, excavation, returning filling, removing and making good to the disturbed surface complete all as specified and directed.

Item No 80: Supplying laying & fixing GI tubing medium grade with all necessary fittings such as bends,elbows,tees,shorts pieces,disminishing pieces,caps & plugs in trenches/on floor all as directed ( Note : Earth work will be measured and paid separately)

(a) 80 mm dia.

(b) 50 mm dia.

(c) 40 mm dia

Item No 81 : Supplying laying & fixing Gun-Metal, globe or gate valves for 50mm bore,ISI marked, with Iron heads, screwed both ends for pipe and fixed, complete all as specfied and directed.

Item No 82 : Supply and fix Gun-Metal, globe or Gate valves for 40mm bore,ISI marked, with Iron heads,screwed both ends for pipe and fixed complete all as specfied.

EXTERNAL ELECTRIFICATION

Item No 83 : Supply and errecting steel tubular swaged pole type 410 SP-31 (9.0 mtr long ) complete with Mild steel base plate and finial taper plug, bolts, nuts, washers and screws as per IS 2713 (Part II) 1980 made out of mild steel tubing including made to shape as swan neck for fixing street light fittings and marking pole No on pole complete all as specified and shown on drawing including the followings :- (a) Excavation in post holes in any types of soil, returning, filling in, well raming and disposal of surplus soil to a distance not exceedings 50 mtr from the starting point. (b) PCC 1:3:6 type C-2 using 40 mm grade crushed stone aggregate as in foundation (c) PCC (1 : 2 : 4) type B1 using 20 mm graded stone aggregate as coping. (d) Painting of poles with one coat of red oxide primer and two coat of aluminium paint (one coat before fixing and one coat of aluminium paint after fixing) over exposed surface and two coats of bituninous paint over embedded portion. (e) The portion above coping shall be painted in alternative bands of black and yellow colour starting with black colour (each band of 30 cm wide) by two coats of super enamaled paint up to 1.5 Mtr height. Note : This item consists of provision of steel poles swan neck and work mentioned in para (a) to (e) shall be included in the above rates

Item No 84 : Supply and fixing KIOSK box weather proof made out of PVC make Sintex cat pat no GSJB-2014 or equivalent in FINOLEX/UNIVERSAL Switch gear/ Sintex and including made out of one piece mounted SMC base and door pole mounted hinged door size 200mmx200mmx95mm inside dimension comprising of aluminum bus bar 4 strips for 3 phase and neutral 63 Amp and 06 Amp MCB for controlling the street light fitting including cable PVC sheathed copper standed conductor 1.5Sqmm two run from street light fitting to KIOSK box and FI clamps 30 x 4 mm with necessary MS nuts bolts and washer including embossing/painting of Danger notice of size not less than 10 cm x 7.5 cm with letters, figures and conventional skull and bones in signal red colour on front face of KIOSK box body complete all as directed.

Item No 85 : Supply and fixing of copper conductor PVC insulated unsheathed cable of size 1.5 sqmm 2 core from junction box to street light fitting all as specified and directed by Garrison Engineer.

Item No 86 : S&F repair LED Street Light Luminaries 60 watt fitting New Generation, (NEXUS+) aesthetically designed for road lighting, having secondary optics with uniform distribution of light. Pressure die cast aluminum housing powder coated in grey and toughened glass, IP 66 protection, class I with operating voltage range 120 to 270 V with suitable dia GI pipe of length 1.5 mtr bent to a shape for fixing of street light with wall or pole with MS clamp of flat iron size 40X5mm of suitable length 02 Nos incl nut bolts , nut, bolt washer etc complete all as specified and directed by Engr In charge.Make :-Bajaj Cat part No BRTFG 60 W LED I (169808) / HAVELLS Cat part No LHETBXU7PA6J060 / Crompton cat no. LSTO-60-CDL

Item No 87 : Supply, installing, testing and commissioning of factory fabricated LT cubical double door panel (KIOSK) with roof canopy , outdoor type, made out of CRCA sheet 3.15 mm thick duly powder coated with Seimens grey shade RAL 7032, totally enclosed, dust and vermin proof outer cubical confirming to IP 65. Inner cubical should be made out of 2 mm thick CRCA sheet with working voltage of 415 V, 50 Hz, 3 phase 4 wire fully compartmentalised with single door system for each compartment for each control gear, Outer cubical must be extendible in both ends having both sides door openable and should be provided with suitable louvers for ventilation. Bus bars provided shall be adequately supported on insulators to withstand dynamic stresses due to short circuit current and shall be suitably colour coded with heat shrinkable sleeve for phase indication.

Item No 87 Contd... The stranded phase arrangement when facing the switchgear shall be R-Y-B from left to right. The bus bar connections and their insulated supports shall be mechanically strong, and shall withstand all the stresses which shall be imposed upon them in ordinary working due to fixing, vibration, fluctuation in temp, shot-circuit or other causes. The bus bars and connections with variation of temp internal wiring should be done with 2.5 Sqmm multi-stranded copper conductors and shall be properly bunched, tied, ferruled for proper indentification, crimed and shall be connected with suitable lugs and PVC sleeves etc. the bottom of the panel should contain detachable plate having provision for entry of armoured cable of adequate size with glands. threaded earthing studs - 02 Nos shall be provided at the bottom and lifting lugs of suitable size at top to lift the panel safely shall be made.

Item No 87 Continued.../- INCOMING (a) Copper bus bar 200Amp, 4 pole - 01 set.(For 3 phase and 01 neutral). (b) MCCB 4 Pole, 25 KA, 100 Amps with thermal magnetic release, ICE = 100% icu, adjustable over load setting : 0.8 - 1.0 x in, adjustable short circuit setting : 6 - 10 x in - 01 No

Item No 87 Continued.../- OUTGOING (a) MCCB 4 pole, 16 KA, 63-100 Amps with thermal magnetic release, ICU = 100% ICU, adjustable over load setting : 0.8 - 1.0 x in, adjustable short circuit setting : 6-10 x in - 01 Nos (b) MCB 4 Pole , 10 KA 32 Amps -01 (Outgoing) (c) MCB 4 Pole, 10 KA 25 Amps -01 (Outgoing) (d) MCB 4 pole, 10 KA 20 Amps - 02 Nos (Outgoing) (e) Multi function meter, flush type - 96 x 96 MM size of L&T Make Cat No WDM303FDWA1 VEGA SERIES - 01 No or equivalent in ABB / Havells / HPL (f) Timer switches astro type (Having longitude and latitude of Indian cities in memory) 250 V single phase of 20 Amp rating with contactor etc. (g) LED INDICATORS RIBBED LENS WITH TRIMMED COLLAR - Red, Yellow and Blue - 1 Each, L&T Make Cat No HB07E (h) Base frame for cubical for mounting made out of 40 x 40 x 6 mm equal angle iron including 04 Nos MS Angle leg 1.5m long above the GL and 0.3 m Grouted in the PCC duly painted with two coats of synthetic enamelled paint over a coat a red oxide. (j) Foundation for the panel should provided with PCC 1:3:6 at a depth of 300 mm below G. L. and 100 mm above the G. L. with slot openings for I/C and O/G cables. (k) The Size of cubical panel should not be less than 1.5m x 1.2x 0.6m. (l) Including PCC plateform in PCC : 1:3:6 of size 2m x 2m x 0.10m with base PCC 1:4:8 of size 2m x 2m x 0.10m

Item No 88 : Supply and fix decorative 35 W LED energy saving, environmental friendly, long life aesthetically designed with good indirect symmetrical light distribution Post top lantern made in, die-cast aluminium landscape IP65 luminaire with high power COB LED as light source cast aluminium spigot housing with decorative opal polycarbonate diffuser, integrated electronic driver, optics diffused, complete with twin core twisted cable from terminal box complete all as specified and directed by Engineer-in-Charge Make : Havells Model No LHLC18145099 or equivalent in Bajaj / Crompton

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Item No 90 : GI pipe light grade of size 80mm bore with all fittings, laid in trenches, under road, along pole/building for protection of cable including necessary MS clamps for supporting of pipe all as specified and directed.

Item No 91 : All as per item no. 90 but 25 mm bore

Item No 92 : Taking down and relaying of existing XLPE armoured Aluminium cable of any size including re-use of existing bricks , GI pipe, cable support of angle iron includig excavation, returning filling and removal etc and making good to the disturbed ground surface complete all as specified and directed.

Item No 93 : Supply, laying, jointing and commissioning of cable XLPE insulated PVC sheathed, armoured 1100 Volt grade heavy duty with stranded aluminium conductor through pipe/road crossing in ducts, on poles, trenches etc of cross-section area 10 Sqmm 2 core complete all as specified and directed.

Item No 94 : Supply, laying and testing cable XLPE Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 240 sq mm 3.5 core complete all as specified and directed.

Item No 95 : ditto but size 95 Sqmm 3.5 core

Item No 96 : ditto but size 70 sqmm 3.5 core

Item No 97 : ditto but size 50 sqmm 3.5 core

Item No 98 : ditto but size 25 sqmm 4 core

Item No 99 : Sand cushioing to under ground cable (15cm thick before laying and 8 cm thick after laying the cable) and under paver block ( thickness as directed), complete all as specified and directed. (Sand shall be fine sand as specified for plastering).

Item No 100 : Supplying and laying un-reinforced precast concrete cable cover, class HVP, type 1 with peak, size 300mm x 180mm x 40mm. laid dry flat with width equal to length of bricks as cover laid over the cable to give mechanical protection to under ground cable, all as specified and directed.

Item No 101 : M&L straight through joints (epoxy) cable joint kit including jointing materials for making joints of UG electric cable 1100 volt grade heavy duty with PVC/XLPE insulated aluminium conductor nominal cross sectional area 25 to 50 sqmm 3.5/4.0 core and testing complete all as specefied and as directed.

Item No 102 : M&L straight through joints (epoxy) cable joint kit including jointing materials for making joints of UG electric cable 1100 volt grade heavy duty with PVC/XLPE insulated aluminium conductor nominal cross sectional area 70 to 95sq mm. 3.5 core and testing complete all as specefied and as directed.

Item No 103 : M&L straight through joints (epoxy) cable joint kit including jointing materials for making joints of UG electric cable 1100 volt grade heavy duty with PVC/XLPE insulated aluminium conductor nominal cross sectional area 185 to 240 sq mm. 3.5 core and testing complete all as specefied and as directed.

Item No 104 : Supplying and laying of drainage composite for use behind walls, between two different fills, along side drains of road, below concrete lining of canals etc. Geocomposite for planar drainage, realized by thermo binding a draining core in extruded monofilaments with two filtering non oven geo textiles that may also be working as separation or protecting layers. The draining three dimensional core will have a “W” configuration as longitudinal parallel channels. Minimum thickness to be 7.20mm with two filtering UV stabilized Polypropylene non oven Geo textile of minimum thickness of 0.75mm characteristic opening size (O90) of 110 micron and tensile strength of 8 KN/M that will be working as separation or protecting layer, Geocomposite having in plane flow capacity of 2.10 Ltr/(m.s) at hydraulic gradient of 1.0 and 20 Kpa pressure and tensile strength of 18 KN/M, with mass per unit area of 740 gsm, supplied in the form of roll for easy transportation to site of work as per detailed specification complete all as directed by GE.

Item No 105 : S&F PVC (SWR) pipes 110mm dia as weep holes in retaining wall,complete all as specified.

Item No 106 : M&L for MS work as in staging of cable around the retaining wall conforming to Fe290 Gde E 165 as diredcted by Engineer-in-Charge

Item No 107 :-M&L for joint filling with Polysulphide sealant in expansion joint not less 15mmx25mm including backing rod of appropriate size complete all as specified and shown on drawings

Item No 108 :- S& F Mild steel screw bolts (machine made ) with hexagonal or square heads at one ends and screwed the other, or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square nut exc 5 cm but nexc 10 cm long , complete all as specified and directed.

Note :- For the purpose of arriving at contract sum amount, of credit schedule,i.e Rs.4,91,784.50 shall be deducted from the total amount arrived.

B S Ranbir and Co

J.D.Builders

A.S. CONSTRUCTION CO.

M/s DMR Builders Pvt Ltd

Jai Ambey Construction Co.

RSP Contractors India Private Limited

N K Gupta Builders Pvt. Ltd.