|
| 1 | Surface excavation n. exc. 30 cm deep averaging 15 cm deep and getting out in soft/loos soil. |
| 2 | Excavating over areas not exceeding 1.5m deep and getting out in hard / dense soil complete all as specified & directed by Engineer-in-charge. |
| 3 | Excavating over areas exceeding 1.5m deep and not exceeding 3.00m depth and getting out in soft/disintegrated rock complete all as specified & directed by Engineer-in-charge. |
| 4 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, laying of cable/pipe etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in any type of soil complete all as specified & directed by Engineer-in-charge. |
| 5 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by Engineer-in-Charge. |
| 6 | Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ disintegrated rock complete all as specified & directed by Engineer-in-Charge. |
| 7 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick soil complete all as specified & directed by Engineer-in-Charge. |
| 8 | Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rockall as specified & directed by Engineer-in-Charge. |
| 9 | Removing excavated soil to a distance not exceeding 50 m and depositingwhere directed at a level not exceeding 1.5 mabove the starting point complete all as specified & directed by Engineer-in-Charge. |
| 10 | Removing excavated material soil exc 250 m but n exc 500 m and depositing where directed complete all as specified as directed by Engineer in charge. |
| 11 | Removing excavated material soft disintegrated rock exc 250 m but n exc 500 m and depositing where directed complete all as specified as directed by Engineer in charge. |
| 12 | Removing excavated soft/ disintegrated rock to a distance not exceeding 50 m and depositingwhere directed at a level not exceeding 1.5 mabove the starting point complete all as specified and directed by the Engineer-in-Charge. |
| 13 | M&L for PCC ( 1:4:8) type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer in charge. |
| 14 | M&L for precast cement concrete (1:3:6) type C1 (using 20 mm graded stone aggregate) block masonry with solid blocks, exceeding 10 cm in width and setting in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge. |
| 15 | M & L for hardcore of gauge not exceeding 63 mm of broken granite stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface. |
| 16 | M&L for 75mm thick PCC 1:4:8 Type D-2 using 40mm graded stone aggregate as in sub bases all as specified. |
| 17 | M&L for 25mm thk PCC 1:2:4 type B0 using 12.5mm graded stone aggregate as in subbase of floors & finishing the surface even & smooth without using extra cement. |
| 18 | M&L for Glazed ceramic glossy finish tiles coloured in vertical surface 450X300X7mmin any pattern of light & dark/ highlighters tiles etc as approved, on vertical surfaces such as in skirting/dado etc, set and jointed in cement slurry over & including 10 mm thick rendering in cement mortar (1:4) and pointed in white cement with pigment to match the colour of tiles complete all as specified. |
| 19 | M&L for Non Skid ceramic tiles colour tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6for laying floor finishes complete all as specified. |
| 20 | S & F solid PVC door frames of size 50x47mm made out of 5mm plain colour PVC sheet supplying and fixing in opening as per specification and drawing shown in SSRcomplete all as specified and as directed. |
| 21 | S & FFactory made solid panel PVC door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification incl the fwg S & F :-(a) Stainless Steel (304 Grade) Finished Butt Hinges 125mm -3 Nos per leaf(b) Stainless Steel (304 Grade) Finished Tower Bolt 200mm long - 2 Nos per leaf(c) Stainless Steel (304 Grade) Finished Handles 200 mm - 2 Nos per leaf |
| 22 | S&F PVC (SWR) 75mm dia pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors. |
| 23 | S&F PVC (SWR) bends 75mm dia with access door |
| 24 | S&F PVC (SWR) pipes of 110 mm dia, single socketedin any length with rubber ring joints, laid in trenches or in floors |
| 25 | S&F PVC (SWR) bends of 110 mm dia, any radius |
| 26 | S&F PVC (SWR) junction single , (single T) equal or unequal of 110 mm dia |
| 27 | (PVC (SWR) vent cowl, 110 mm dia |
| 28 | Supplying and laying of CPVC pipes 20 mm external Dia SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors complete all as specified. |
| 29 | S&F CPVC Brass Elbow 20mm ext dia complete all as specified and directed by engineer in charge |
| 30 | S&F CPVC Brass Elbow (3/4 X 1/2) 20mm Ext Diacomplete all as specified and directed by engineer in charge |
| 31 | S&F Brass Tee 20 mm Ext diacomplete all as specified and directed by engineer in charge |
| 32 | Supplying and laying of CPVC pipes 25 mm external Dia SDR 11 & Plain CPVC SDR 11 fittings on walls/ceiling or laying in floors including all necessary fittings complete all as specified. |
| 33 | S&F CPVC Brass Elbow 25 ext dia complete all as specified and directed by engineer in charge |
| 34 | S&F Brass Tee 25 mm Ext diacomplete all as specified and directed by engineer in charge |
| 35 | S&F tank adaptor 25 mm Ext diacomplete all as specified and directed by engineer in charge |
| 36 | S & F Vitreous China Urinal, Half stall type, white (excluding flushing cistern, flush pipe and waste pipe) fixing automatic flushing cistern with brackets, flush pipe, grating and Union for discharge pipe. (Exclusive of fixing supply pipe to flushing cistern, trap and waste pipe), all as specified and directed. |
| 37 | S & F inVitreous china premium/1st quality wash basin (under counter), white, size 550x400 mm including S&F all accessories as recommended by manufacturer complete fixed in position in all respect as per manufacturer\"s instructions and all as specified including all 32 mm Waste fittings, brass,chromium plated for glazed ware sinks, basins, etc. with long screwed shanks and fly-nuts, flange end bedded in red lead cement and other end fixed, Make : Hindware / Parryware/Cera as approved by GENote : The items for counter will be measured and paid separately. |
| 38 | Material & Labour for 75 mm thick sand stone slabs as in drain covers,cover stonetemplates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4 complete all as specified and as directed. |
| 39 | M & L for Granite of black / green / imperial red (colour as approved by Accepting Officer) of any type machine cut as in shelves/steps/counter tops, 20 mm thick, set and jointed in cement slurry over & including screedor 15 mm thick rendering in cement mortar (1:4) and pointed in cement mixed with pigment to match the shade of slab or with suitable adhesive for fixing on unpolished kota stone slabs and including rubbing, cutting and mirror type polishing and bull nose on exposed sides complete all as specified .Note : Single piece should be used in steps/cills/jambs/shelves. |
| 40 | S & F in repair Vitreous china squatting pan of Orissa patten size 580 x 440 white colour including CI S/P trap long size as directedjoint run and leadfront or back inlet with integral footrest including connection to trap and to flushing pipe,anti-syphonage pipe, etc,complete and making good to floor in PCC 1:2:4 all as directed and specified. |
| 41 | S & F inFlushing cistern of PVC 10 ltr. cap. with dual flushing system, valveless syphonic action type, , low level, white/ivory/off white with inlet, ball valve, float and including brackets and connection to pipe etc. and incl all necessary accessories like rag bolts/gel gasket etc as recommended by manufacturer for fixing, packingcomplete in all respect all as specified. |
| 42 | S & F for Rotational moulded polyethylene water storage tanks of 1000 Litres capacity, (cylindrical vertical tanks with closed top) hoisted and fixed in position including making necessary arrangements for fixing inlet, outlet and over flow pipe and provision of wash out pipe etc including taking down existing tank complete. |
| 43 | S&Fstop cock 15 mm dia cast copper aloy with crutch handle CP facy type long shank fixed Complete all as specified and directed by engineer in charge. |
| 44 | S&F of Grating doom 100mm dia of PTMT (Minimum weight 25Gms) |
| 45 | S&F 20 mm bore gun metal, globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed with ISI marked and as per IS 14846 complete all as specified & directed by Engineer-in-Charge. |
| 46 | S&F 25 mm bore gun metal, globe or gate valve with iron wheel head screwed both ends for iron pipe and fixed with ISI marked and as per IS 14846 complete all as specified & directed by Engineer-in-Charge. |
| 47 | S&FPVC ballvalve 20 mm dia high pressure PTMT with epoxy coated aluminum rod andpolythene float and fly nut complete screwed forpipe or brass fernule and fixed in repairs. Complete all as specified and directed by engineer in charge |
| 48 | S & F 450 mm long PVC connection pipe of 15mm bore with PTMT nut at both ends complete. |
| 49 | Supply and fixingPVC Flexible waste pipe 32/40 mm dia having length 900mm with socket for steel sink/WHB upto floor level complete all as specified and directed. |
| 50 | S&F Tubular towel rail 20mm dia, D type, 60cm long between flanges complete all as specified and as sirected by engineer in charge. |
| 51 | S&F inUrinal spreader of PTMT any colour for fixing with 15mm diapipe. (Minimum weight 60gms). |
| 52 | Supplyfancy typepillar taps cast copper alloy with capstan heads, chromium plated screwed down high pressure with or without lettered Hot or Cold with long screwed shank supply and fixing ly nuts for iron pipe of 15mm bore fancy type. |
| 53 | S & F6mm thick of size 600x450mm looking mirror fixed to wall with stainless steel plugs/connecter/spacers/screws etc. chrome finish without any beading, including ends/edges of the mirror to be tapered etched smooth finish etc.complete fixed in position all as specified and directed. |
| 54 | S&Fsteel ventilator top hung shutter including hinges and ,steel peg stay ,complete. |
| 55 | M&L for preparation of new or previously untreatedsteel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red- oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge. |
| 56 | S&F sheet glass 4 mm thick ordinary quality and glazing with oil putty or wooded bead built in squares not exceeding 0.5 sq.m in each pane, complete all as specified |
| 57 | M&L for rendering 15 mm thick readymade plaster on inner/outer walls with approved make by adding 17-19% of potable water by weight of material. For thickness above 15 mm it is recommended to be applied in multiple layers. Ready-mix plaster shall complies with IS 1661-1972, IS 2250-1965, IS 2402-1963 and confirms the Compressive strength @ 28 Days- 10-12 Mpa/ Bulk density- 1500-1600 Kg/m3.Note :The rate quoted by contractor shall include cleaning of surface, application as per instruction and scaffolding upto 20mtr height.) |
| 58 | M&L for rendering 5-10 mm thick readymade plaster on inner/outer walls and Ceiling with approved make by adding 17-19% of potable water by weight of material. Ready-mix plaster shall complies with IS 1661-1972, IS 2250-1965, IS 2402-1963 and confirms the Compressive strength @ 28 Days- 10-12 Mpa/ Bulk density- 1500-1600 Kg/m3.Note :The rate quoted by contractor shall include cleaning of surface, application as per instruction and scaffolding upto 20mtr height. |
| 59 | M&L for Preparing of new plaster surface and applying three coat of white wash on newly plaster surface of wall complete all as specified and directed |
| 60 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces |
| 61 | M&L for Jodhpur stone roof slabs, self faced 7.5cm to 10cm thick, 25cm to 35cm wide, hoisted and set, jointed and grouted in lime mortar 1:3 or cement mortar 1:6 complete all as specified and directed by Engineer-in-charge. |
| 62 | M&L for PCC (1:2:4) type B-0 (using 12.5 mm graded stone aggregate) as in levelling padding course over RCC roof surface including rounded or chamferred on edges etc., with approved water proofing compound all as per manufacturer\"s instructuions on the roof surface to achieve requisite slope all as specified and directed. (Note :- Supply only water proofing compound shall be measured & paid separately). |
| 63 | Supply only integral liquid water proofing compound complete all as specified and directed by Engineer-in-charge. |
| 64 | Material & Labour for PCC 1:2:4 type B-0 (using 12.5mm graded stone aggregate) as in plinth protection without using extra cement complete all as specified and directed. |
| 65 | M&L for providing 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 primed surface by forced application incl applying evenly bitumen tack coat primer of industrial bitumen 85/25 at the rate of 1.2 kg per sq.m including cleaning surfaces and laying over finished surface with screed of 25mm thick CM 1:4 with water proofing compound complete all as specified with the following specifiations :- |
| 66 | (a)Cleaning existing surface properly. (b)Apply oil bound bitumen primer @ 0.40 lit/Sqm manufactured by the same agency as that of APP with a density of 0.87 -0.89 Kg/Lit at 25 Degree Centigrade on the prepared dry roof surface.(c)Providing and Laying APP modified water proofing membrane reinforced with non wooven polyster matt with physical propertities as under :-(i) Membrane weight >3.6 Kg/Sqm .(ii)Net wooven polyster weight >160 gm/Sqm(iii) Softening point of membrane > 150o C(iv)Joint Tensile strength Longitudiual > 650 Sq Cm at 230o C & Transverse > 450/ Sq cm (v)Tear strength - Longitudual > 300 N & Transverse > 250 N Direction(vi)Elongation > 30 %(vii)Impermeability under water pressure > 3 Kg/Sq cm Note:-APP membrane shall be laid using butane torch by Torch application with minimum 10 cm side overlap and 15 cm end lap.The laying of membrane shall be got done through authorised applicator of manufacturer of membrane.(d)Over the membrance provide a finishing with solar reflective bituminous aluminium paint @ 0.1 Kg/Sqm as prescribed by manufacture of membrane |
| 67 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge. |
| 68 | Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face bedsand joints as specified to squared rubble walling Jodhpur type brought up to courses complete all as specified & directed by Engineer-in-charge. |
| 69 | M&L for keyed pointing to squared rubble, coursed or uncoursed walling in cement mortar 1:3 complete all as specified and directed by Engineer-in-charge. |
| 70 | M & L for rendring 15mm thick in cemet mortar 1:4 including mixing of liquid water proofing compound as per manufacturer\"s instructions on brick work or concrete surfaces or in chajjas/parapet walls etc finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.Note : Liquid water proofing compound will be measured and paid separately. |
| 71 | M&L plain cement concrete (1:2:4) type B-0 using 12.5 mm graded stone aggregate as in benching/ coping complete all as specified and directed by Engineer-in-charge. |
| 72 | S&F MS hollow rectangular/square/circular tubes/pipes of YST 310 Grade as in frame work for posts/ columns/ struts etc and like similar items etc. complete all as specified and directed by Engineer-in-charge. |
| 73 | Material only for loose filling with broken stone aggregates of gauge 5 to 12.5mm in pits, free from admixture, dust, clay etc. complete all as specified & directed by Engineer-in-charge. |
| 74 | Material only for loose filling with broken stone aggregates of gauge 20 to 40mm in pits, free from admixture, dust, clay etc. complete all as specified & directed by Engineer-in-charge. |
| 75 | M & L for loose fillling of coarse sand (2-4mm)in pits free from admixture, dust, clay etc complete all as specified & directed by Engineer-in-charge. |
| 76 | M & L cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone agg) as in bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for 100 mm bore dia complete all as specified and directed by Engineer in charge. |
| 77 | S&F RCC pipe class NP-2 ISI marked laid to slope in trenchesjointed and tested complete with collars for 100 mm dia pipe complete all as specified and directed by Engineer - in - Charge. |
| 78 | S&F RCC pipe class NP-2 ISI marked laid to slope in trenchesjointed and tested complete with collars for 200 mm dia pipe complete all as specified and directed by Engineer - in - Charge. |
| 79 | M&L Rendering 15 mm thick cement plaster in CM 1:4 onfair faces of brick/concrete work surfaces finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge. |
| 80 | M & L cement concrete 1:4:8, type D-2 (using 40mm graded crushed stone agg) as in bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm bore dia complete all as specified and directed by Engineer in charge. |
| 81 | M&L for mild steel TMT bars 6mm to 8mm dia & over cut to length, bend 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 0.9mm dia or securing with clips complete all as specified & directed by Engineer-in-Charge. |
| 82 | M&L for mild steel TMT bars 10mm dia & over cut to length, bend 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 0.9mm dia or securing with clips complete all as specified & directed by Engineer-in-Charge. |
| 83 | M&L for precast reinforced cement concrete 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4 all as specified. |
| 84 | M&L for on site Hume pipe septic tank for 10 user designed to carry sewage and sullage water , excavation in any type of soil , PCC 1:4:8 below foundation vent shaft connection etc complete for brick work in CM 1:4 plastering mixed with WPC incl RCC/CI manhole cover, cement pipe and sludge chamber complete as specified |
| 85 | M&L for soakage well excavation In any type of soil foundation in PCC 1:3:6 walls of honey combed masonry waith top ring of M-25 concrete including intercepting chamber and screen chamber made of brickwork in CM , RCC cover slab in M-25 SFRC cover interconnecting pipes of RCC/ DWC complete filled with brick bats of size 1.2 M dia X 3 M deep complete as specified |
| 86 | M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by engineer-in-charge. |
| 87 | M& L plain cement concrete 1:2:4 type B 1 using 20mm graded stone agregate cast in situ kerb stone ,copings, bed plates ,water through and the like including wethering, slightly rounded or chamfered angles and throating including use of form work (straight or curved ) set in CM 1:4 complete all as specified and as directed by Enginneer in charge |
| 88 | M&L Point wiring used approved colour coding as per IS (Red, Black and Green) for single phase circuits), with multi-stranded copper conductor 1.5 sqmm nominal cross -sectional area, single core, PVC insulated and unsheated FRLS cable 1100 volts grade, ISI 694 marked with valid CML No. in and including medium grade, PVC concealed conduit MMS, ISI marked of dia not less than20 mm and conduit accessories conceled in wall/roof/floor etc,ISI marked with valid CML No. (IS-9537 - 1983 for condits and IS : 3419 - 1976 for conduit accessories) with terminated to new pressed flush metal boxes readily available cover with outer plates inner plates et, suitable for mounting modular type switches, socket fan regulator etc PVC insulated multistanded copper conductor 1.5 Sqmm nominal cross sectional area single core FRLSH cable as earth continuity conductor to common earth and connecting to earth dolly complete all as specified and directed for the following :-Note : Modular switch and socket shall be measured and paid separately. |
| 89 | a)One light point controlled by one switch |
| 90 | b)One ceiling fan/exhaust fan point controlled by one switch |
| 91 | (c) One socket outlet 6 amp controlled by one switch on the same board with other switches. |
| 92 | (c) One socket outlet 6 amp controlled by one switch on the Independent board with other switches with 2.5 Sqmm copper conductor. |
| 93 | All as per item No 87.00 here on before but with copper conductor cable of nominal class area 4.0 sq mm for phase ,neutral & earth for power socket point 15 A . |
| 94 | S&F modular switch one way 6A, 1 module . |
| 95 | S&F modular socket 6A-2/3 pin combined 2 module. |
| 96 | S&F modular switch socket combined 6A/16A , 6 pin, 3 module |
| 97 | S&F Ceiling rose,three terminals PVC/polycorbonate, isolated body. |
| 98 | S&F for MCB DB SPN 8 waydouble door IP 43 complete prewired including Bus Bar etc suitable for operation on 240 volt 50 Hz AC supply including necessary provision for inserting the DBs in wall by cutting the brick/stone masonary etc and making good of distrubed surface to match with existing colour of wall complete all as specified and as directed . |
| 99 | Supply and fixing MCB\"s single pole and neutral 40 to 63 Amps, 240 Volts,10 KA rapturing capacity \"B\" curve.complete all as specified & directed. |
| 100 | Supply and fixing MCB\"s single pole 10 Amps to 32 Amps, 240 Volts,10 KA rapturing capacity \"B\" curve.complete all as specified & directed. |
| 101 | Supply and fixing LED lights fitting 1x 18W, 220V,AC decorative metal box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. |
| 102 | Supply and fixing LED light fitting mirror type with high out put diffuser 2 feet, 10 watt 220 V AC decorative metal box type with driver holder and LED lamp including connecting up with three core flexible copper conductor cable of suitable size complete. |
| 103 | Supply and fixing of building security light fitting LED 35 Watt IP 66 IK 07 pressure dia cast aluminium housing with high efficient LED as lihjting souce and PC cover having TOP opening sepreate drive compartmentetcand connecting as specified and directed . |
| 104 | Supply and fix exhaust fan, steel body AC single Phase. 230V of size 300mm sweep with, blades, and frame and louvers |
| 105 | M & L bore earthing not less than 250 mm dia 16 feet deep filled with black soil up to 7 feet from bottom complete with galvanized iron pipe40 mm bore medium grade 3 meter long tapers at bottom & provided 12 mm holes (staggered) at 75 mm centre to centre up to 2.5 meter of length from bottom , burried directly in ground filled with 45 cm alternate layer of chemical magnisium sulphate, charcoal & salt up to ground level connected to 4.00 mm dia GI wire as earthing lead up to 7.5 mtr by means of bolt and nut, check nuts and washer of galvanized iron or steel including brazing workand 15 mm dia light grade pipe for earth lead protection connected to electrical equipment and earthing test point , earth dolly and earth chamber as shown in elect plate No 2 of SSR Pt-I including all necessary earth work, excavation, earth chamber with PCC 1:3:6, Type C1 and RCC chamber cover of PCC 1:2:4 with handle and 20 mm dia GI watering pipe with funnel and wire mesh etc and testing on complete all as specified and directed Engr-in-Charge. Note : Testing of earthingof any type, after disconnecting from test point and other loops by using ISI marked digital/Analog earth tester of reputed make and test result shall beentered in a Earth Testing register and put up to the Engr-in-Charge after testing complete all as specified and directed.Test result for item No. 7 and all earthing in schedule to be provided to Engr-in-Charge before completion of work. Earth tester to be provided by the contractor himself. |
| 106 | Supply, laying, testing and commissioning of cable LT XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured electric power cable (heavy duty) 1100 volt grade with stranded aluminium conductor of size of cross sectional aera 16 Sqmm 2 core with cable lugs, gland, cable termination box etc complete all as specified & directed by Engineer-in-Charge.Note : - Earthwork excavation sand cushioning, Jodhpur Stone patti, GI protection pipe shall be measured and paid separately in their respective items |
| 107 | M&L HDPE DWC pipe ISI Marked fixed on walls, ceilings or in floors, trenches etc. for cable protection of 50 mm dia all as specified and directed. |
| 108 | S&F steel water tubing 50 mmbore, \"light grade\" galvanised, fixed to walls and ceilings or laid in floors in trench on pole for protection of cable etc complete all as specified & directed by Engineer-in-charge. |
| 109 | Material and labour for cutting the existing bituminous road / hard standing to size not exceeding 45cm wide and depth not less than 45cm for passing of UG cable through GI pipe and making good the disturbed surface filled with excavated material and top 200mm depth with plain cement concrete 1:3:6, type C1 using 20mm graded aggregate complete all as specified & directed by Engineer-in-Charge. |
| 110 | Supply and fix20 mm bore steel water tubing galvanised medium grade with all fittings and accessories complete to walls / ceilings or laid in floors/trenches complete all as specified & directed by Engineer-in-Charge. |
| 111 | Supply and fix25 mm bore steel water tubing galvanised medium grade with all fittings and accessories complete to walls / ceilings or laid in floors/trenches complete all as specified & directed by Engineer-in-Charge. |
| 112 | Cutting the existing pipe & inserting Tee 40x40x25mm complete all as specified and directed by Engineer-in-charge. |
