Tender For Widening Of Road In Certain Sector At Leimakhong Under Ge 869 Ews.; 1 Surface dressing not exceeding 15 cm deep in soft loosesoil complete all as specified and directed. 2 Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. 3 Excavating over areas, exc 1.5 m deep and not exceeding 3.00 meter and getting out in soft/loose soil complete all as specified and directed. 4 Rough Excavation not exceeding 1.5 deep and getting out in soft loose soil complete all as specified and directed. 5 Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed. 6 Excavating in trenches, n exc 1.5 m wide and exc 1.5m but not exceeding 3.00 min depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and getting out soft/loose soil complete all as specified and directed. 7 Forming Embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and directed. 8 M&L for Moorum/red bajri filling in forming embankments ,in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed by watering including bringing the approved earth from outside the MD land complete all as specified and directed. 9 Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. 10 Removing excavated material (soil) n exc. 50 m and depositing where directed at a level n exc. 1.5m above the starting pointcomplete all as specified and directed. 11 Removing excavated materialexceeding 250 m but not exceeding 500 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. 12 Removing excavated materialexceeding 1.50 km but not exceeding 5 km and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.. 13 Dismantling of wrought iron of mild steel work of any description not otherwise provided complete all as directed. 14 Demolition of brick or stone/boulder masonry built in cement mortar complete all as specified and directed. 15 Demolition of cement concrete un- reinforced of any description and in any position not otherwise specifically provided forincluding removing the debris out side the premises of MoD land and deposting at low laying area complete all as specified and directed, 16 Demolition of RCC of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition)including removing the debris out side the premises of MoD land and deposting at low laying area complete all as specified and directed 17 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as directed. 18 Demolition plain or corrugated steel sheeting, any gauge thickness including Nainital or similar pattern roof covering complete all as directed. 19 Rolling and consolidatingformation surfaces in cuttingwith power roller ( exc 8 ton & n exc 12 ton) complete all as specified and as directed. 20 M&L for solling (or sub base) 150 mm spread thickness with broken boulder or quarried stone interstices filled surfaces formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power roller complete all as specified and alldirected 21 Supply, Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75 mm each grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber ( The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013) complete all as specified and directed. 22 M&L for preparing unsurfaced WMMby brushing with wire brushes for removing caked mudetc, sweeping with broom and cleaning the surface by applying mechanical air blower upto entire satisfaction of Engr in Charge and applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0. 7-1 kg/sqm on surface of WMM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed. 23 Providing and consolidating 50 mm thick premix Dense Bituminous Macadam (DBM Grading-11) using min 4.5% VG 30 grade binder by weight of total mix aggregate gradation as per Grading 2 of Table 500-1 0 of MoRTH specification for road and bridge works 2013, rolled and compacted to required camber and gradient complete all as specified and directed. 24 M&L for applying evenly a tack coat of Bitumen VG-10 grade conforming to IS: 73 at a rate of application of 0.3-0.4 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical spraye complete all as specified and directed. 25 Providing and consolidating 40mm thick premix Dense Asphaltic Concrete (DAC-11) using min 5.4% VG 30 binder by weight of total mix aggregate gradation as per Bituminous Concrete Grading 2 of Table 500-17 of MoRTH specification for road and bridge works 2013, rolled and compacted to requ ired camber and gradient complete all as specified and directed. 26 M&L for preparing bituminous surfaces of road and marking 2.5 mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10 cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine as per manufacturers instruction complete all as specified and directed. 27 M&L for Continuous brick edging; with width equal to the depth of the brick, laid dry, on edge using old Size brick complete all as directed. 28 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. 29 M&L for PCC (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in surface channel , drains and manhole complete all as specified and directed 30 M&L for PCC (1:2:4) type B0 (using 12.5 mm graded crushed stone aggregate) as in surface channel , drains and manhole complete all as specified and directed 31 Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as directed. 32 S&F 150 mm dia reinforced concrete pipes class NP-2 laid and jointedwith collars complete all as specified and directed. 33 S&F 600 mm dia reinforced concrete pipes class NP-2 laid and jointedwith collars complete all as specified and directed. 34 M&L for preparation of concrete surfaces and applying two coats of synthetic enamel paint over a coat of cement primer complete all as specified and directed 35 M&L for providing and laying 60 mm thick factory made chamfered edge cement concrete paver block of M-35 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 50 mm 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; 36 M&L for 75 mm thick PCC (1:3:6) type C2 (using 40mm graded crushed stone aggregate)as in sub base complete all as specified and directed. 37 M&L for cement concrete (1:4:8) type D2 (using 40 mm graded crushed stoneaggregate) as in foundation filling and mass concrete complete all as specified and directed. 38 M&L for brick work with sub class B bricks, old size, straight or curved on plan exceeding 6 m mean radius built in cement mortar (1:6) complete all as specified and directed. 39 M&L for brick work with sub class B bricks, old size, straight or curved on plan exceeding 6 m mean radius built in cement mortar (1:4) complete all as specified and directed. 40 M&L for Plain Cement Concrete (1:3:6) type C2 using 40 mm graded crushed stone aggregate as in foundation filling and mass concrete complete all as specified and directed. 41 M&L Plain Cement Concrete (1:2:4) Type-B0 (using 12.50 mm graded srushed stone aggregate) as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including formwork complete all as specified and directed. 42 M&L forrendering 15 mm thick in Cement Mortar (1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. 43 M&L forrendering 10 mm thick in Cement Mortar (1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed. 44 Use and waste formwork for foundations, foundation beam for rough finished complete all as specified.and directed. 45 Use and waste formwork to sides of columnfor rough finished complete all as specified.and directed. 46 Use and waste formwork to sides and bottom of beamfor rough finished complete all as specified.and directed. 47 Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar workexceeding 200mm thick for rough finished complete all as specified.and directed. 48 Use and waste of formwork for edges of concrete flats, treads, breaks in floors,window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide for rough finished complete all as specified.and directed. 49 S&F High strength steel deformed TMT bars (Fe 500D) 10mm 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 0.9mm dia or securing with clips complete all as specified and directed. 50 S&F High strength steel deformed TMT bars (Fe 500D) 5 mm dia and over up to and including 10 mm dia in stirrups , spacer and binder, cut to length, bent to shape required, including cranking, bending spirallyincluding mild steel wire (annealed) not less than 0.9mm diacomplete all as specified and directed. 51 M&L for Reinforced Cement Concrete M-30 (Design mix) using 20 mm graded crushed stone aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed. 52 M&L for Reinforced Cement Concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in foundation and plinth beam , bases for column, basement slab, under rammed piles complete all as specified and directed. 53 M&L for Reinforced Cement Concrete M-25 (Design mix) using 20 mm graded crushed stone aggregate as in column, pillars, piers, posts and sturts complete all as specified and directed. 54 M&L for preparation of new plasteredsurfaces of wall and applying two coats of cement base paintand a coat alkali resistant primer complete all speciified and directed 55 M&L for preparing surfaces of plastered or unplastered new surfacesfinishingwith Acrylic Smooth exterior paint of required shade by applying two or more coats@ 1.67 ltr/10 sqm over and including a priming coat of exterior primer applied @ 2.20 kg/10 sqm complete all as specified and directed. 56 M&L for framed work as in steel gate including drilled for fixing of steel sheeting and to be prepared for hanging or sliding including either hooks or hinges exclusive of steel sheeting complete all as specified and directed. 57 M&L for preparation of new or previously untreatedsteel surface exceeding 10cm width or girth and applying fwo coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. 58 S&F MS wheel of size 100 mm and 10 mm thick with ball bearing encase within solid circular inner core greased complete all as specified and directed. 59 M&L for walling of RR, uncoarsed, well bonded bedded & solidly hearted built in cement mortar (1:6) complete all as specified and directed. 60 Extra over stone walling for hammer dressing to face stones & dressing to face beds and joints as specified at RR walling uncoarsed or brought upto coarse, max depression on face from straight edge held against the dressed surface n.exc 20 mm granite or trap stone complete all as specified and directed. 61 M&L for loose filing with agregate of gauge 40 to 80 mm to cover weep holes complete all as specified and directed. 62 Dismantling old existing unserviceable / under sizeLT/HT ACSR conductors of any size, jumper from overhead line and removing unservisable material from site complete all as specified and directed. 63 Dismantling corroded/rusted/defective cross-arms of MS Channel or angle iron or any sections complete all as specified and directed. 64 Dismantling insulators of any type and any size complete all as directed. 65 Dismantling steel poles any size complete all as directed. 66 Dismantling of platform of existing transformer 11 KV/ 433 Volt , 160 KVA capacity in all respect and shiffting of transformer to newly constructed platform andInstalled on palteform and testing after installation complete all as specified and directed. 67 Dismantling of LT Panel near to existing transformer 11 KV/ 433 Volt , 160 KVA capacity in all respect complete all as specified and directed. 68 Taking down HT cable of 120 sqmm 3 core 11 KV grade from proposed road to be widened anddepositing in E/Msorecomplete all as specified and as directed. 69 M&L for sand cushioning, with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cablecomplete all as specified.(Note:- Punned thickness shall be considered for payment purpose) 70 Supply and laying well burnt Bricks , locally available best quality (sub class B bricks) laid in trenches perpandicular to the direction of U/G cable for cable protection complete all as specified and directed. 71 Supplying and laying un-reinforced precast concrete cable cover class HV, Type 1, flat, size 300 mm x l80 mm x 40 mm laid in trenches forprotection of underground cable complete all as specified and directed. 72 Supply and laying XLPE insulated, screened, bedded galvanised steel strip armoured heavy duty with aluminum conductor, 11 KV grade earth system ofcross sectional area95 sqmm, 3 Core complete all as specified and directed. 73 Supply and laying XLPE insulated, screened, bedded galvanised steel striparmoured heavy duty with aluminum conductor, 11 KV grade earth system ofcross sectional area 120 sqmm, 3 Core complete all as specified anddirected. 74 S&F Cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination cold shrink type jointwith jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 95 Sqmm complete all as specified and directed. 75 S&F Cable jointing kit for 11 KV (Earthed) grade cable for straight through cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 95 Sqmm, complete all as specified and directed. 76 S&F Cable jointing kit for 11 KV (Earthed) grade cable for straight through cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 120 sqmm, complete all as specified and directed. 77 S&F ACSR conductorfor HT overheadelectric line and streaching the same between two poles for required span with strandard gauge & size of ACSR and binding the conductorwith pin/shackle insulator and jumper with aluminium binding wire not less than 2.00 mm dia complete all as specified and directed. 78 S&F Switch Air Break Gang Operated for 11 KV grade, Triple Pole vertically mounted on insulator and fitted on steel frame , current rating 400 Amps, mechanically operated mechanism from Ground Level consisting ofOperating Rod of GI Pipe 25 mm bore light grade of suitable Length to work from Ground Level and with Locking Arrangement ,Mild Steel Flat Iron Clamp 50x6 mm including dismanting old unserviceable Switch Air Break of any description complete all as specified and directed. 79 Supply, laying & testing XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 16 sq. mm 4.0 Core complete all as specified and directed. 80 Supply, laying & testing XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 25 sq. mm 4.0 Core complete all as specified and directed. 81 Supply, laying & testing XLPE insulated, armoured heavy duty electric cable with aluminium conductor, 1100 volts grade, cross-sectional area 70 sq. mm 3.5 Core complete all as specified and directed. 82 Supply and fixing steel tubular swaged pole Singletype 410 SP-55 (11 mtr long) conforming to IS - 2713 (Part - I & II) including base plate, Final taper plug, bolts,nuts and screws . Poleshall be painted with one coat of red oxide primer throughout internally and externally up to 1.9 mtr length from bottom and the remaining extrenalportion shall be painted with two coats of aluminium paint over a coat of red oxide primer and numbering the pole with white paint alfa numeric letters on black patch complete all as specified and directed.(Note : Excavation, earth work and PCCshall be measured and paid separately under respective items). 83 S&F cross arms, bracing, clamps and back plates fabricated from structural steel section including nuts, bolts, washers,welding bending cold or hot drilling holes in any shape or size complete all as specified and directed. 84 S&F in repair HT lightening arrestor expulsion type with all fittings, transmission class discharge capacity 65 kilo Amps suitable for11000 Voltsand conforming to IS 3070 part III and IEC 1994 completeall as specified and directed. 85 Supplying, errecting and fixing steel tubular swaged poles with cast iron base plate of size 300 mm x 300 mm x 6 mm, finial taper plug, bolts, nuts & screws for type 410 SP 31 (Overall length 9.00 m) swan neck type (double swan) including painting with two coats of aluminium paint over one coat of redoxide primer on all exposed surfaces and tarring with black bituminous paints to embedded portion in PCC and providing 3 Nos of 30 cm wide circular bands with black & yellowpaint starting from plinth level at a gap of 30 cm in between 2 bands and numbering of poles, in yellow paint over black painted back ground at a height of 2m from bottom of pole with 5 cm large bold letters 2 (inch) wide complete all as specified and directed.(Note :- Excavation, earth work, PCC in foundation and coping shall be measured and paid separately under respective item) 86 S&F LED street light fitting of high-quality group control enabled integrated LED Street Light with a minimum system lumen of min 6300 lm and system wattage not less than 45 W with a nominal system efficacy of 140 lumen/watt. The LED used shall have CCT of 5700K, SDCM ≤ 5 and CRI≥70. The housing should be made of LM6/ADC12 Alloy, non-corrosive Single Piece pressure die-cast aluminum, to withstand extreme environments. The spigot shall be part of “Single Piece Pressure Die-cast housing” & shall not be bolted to the luminaire housing to ensure robust design. The name of the brand should be embossed/engraved & should not be mentioned using sticker/screen printing. It should have corrosion resistant powder coating to pass NSS of 500 Hrs. The luminaire LED shall have declared Lifetime of 50K hours@L70B50. The product should be designed for continuous operation (10-12 Hrs. per day). The Ingress protection should be minimum IP66 & impact resistance shall be IK10. Control gear compartments shall be Top maintainable without accessing/opening the optical compartment. The Luminaire should have a minimum 20 KV/10KA SPD duly bolted in the Luminaire. The SPD should be able to sustain a minimum 15 hits of 10KA rating i.e. Total of 45 hits across all the three modes as per IEEE 62.41.2. The luminaire should be of Class B Serviceability. The Driver should be asphalt potted & should be a BIS approved driver. The driver shall have operating voltage of 120V to 270V, PF≥0.95 @ full load, THD≤10% @ full load. The driver should be capable of withstand voltage stress of 440V for 8 Hrs., should have an auto shutdown @ 325V(±15V) and have an auto recovery feature. The driver shall comply to IEC61547 & IEC 61000-3-2. 87 M&L for plain cement concrete (1:3:6) typeC1using 20 mm graded crushed stone aggregate in coping of pole, concrete base work, protection of cable complete all as specified and directed. 88 Supply, installing, testing and commissioning in repairLT feeder pillar box of suitable sizefactory made CPRI approved oudoor type, double door, slopy canopy, fabricated out of 3.15 mm thick CRCA sheet with angle iron base frame made of 50 x50 x 6mm ,45 cm height, dust and vermine proof, suitable for voltage 415 V 3 Phase 4 wire weather proof, with IP-54 protection, with separate hinge door for each compartment for incoming and outgoing MCCB etc with locking arrangement, with back door openable (Screwed), legs groutedin and includingPCC (1:2:4) Type B 1 (using 20 mm graded crushed stone aggregate)including paintingwith two coats of epoxy powder paint over a coat of primer after under going a rigorous metal treatment process involving alkaline degreasing, descaling in dilute sulphuric acid or any other acid and phosphate and with copper busbar (TPN), suitable double compression copper cable glands complete in all respect for DG set main Panelincludingthe following accessories:-(FP-01)(a) Aluminium bus bar capacity 400 Amps for Phase-R-Y-B- & neutral (b) MCCB TPN 160 Amps, 16 KA- 01 No (Incomer)(c) MCCB TPN 63 Amps, 16 KA- 08 Nos(d) Digital Volt meter -01 No(e) Digital Ammeter-01 No(f) LED Indicator lamp 01 Set RYB 89 Supply, installing, testing and commissioning in repairLT feeder pillar box of suitable sizefactory made CPRI approved oudoor type, double door, slopy canopy, fabricated out of 3.15 mm thick CRCA sheet with angle iron base frame made of 50 x50 x 6mm ,45 cm height, dust and vermine proof, suitable for voltage 415 V 3 Phase 4 wire weather proof, with IP-54 protection, with separate hinge door for each compartment for incoming and outgoing MCCB etc with locking arrangement, with back door openable (Screwed), legs groutedin and includingPCC (1:2:4) Type B 1 (using 20 mm graded crushed stone aggregate)including paintingwith two coats of epoxy powder paint over a coat of primer after under going a rigorous metal treatment process involving alkaline degreasing, descaling in dilute sulphuric acid or any other acid and phosphate and with copper busbar (TPN), suitable double compression copper cable glands complete in all respect for DG set main Panelincludingthe following accessories:- :- (FP- 02)(a) Aluminium bus bar capacity 400 Amps for Phase-R-Y-B- & neutral (b) MCCB TPN 200 Apms,16 KA - 01 No(c) MCB TPN 40 Apms -10 Nos(d) Digital Volt meter -01 No(e) Digital Ammeter-01 No(f) LED Indicator lamp 01 Set RYB 90 M&L for earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm burried directly in ground vertically to depth not less than 2.25m below normal ground level with top edge of the earth plate at a depth not less than1.5m below ground level connected to and including GI wire of dia 4mm by meansof nuts, bolts, check nuts and washer etc, made of GI and connected to test point and earth dully all as shown in electrical plate No. 3 SSR Part-I 2009 and specified or indicated including excavation and earthwork in any type of Soil , PCC (1:3:6) Type C1 in chamber, precast RCC 50 mm thick in cement concrete (1:2:4) type B1, reinforced with welded steel wire fabric or XPM (Weight not less than 4.00 Kg/Square metre) with PCC frame, funnel with wire mesh, 20 mm bore medium grade GI watering pipe, lugs, 15mm bore medium grade GIprotection pipe, test pointincludingdismantling the old unserviceable earthing complete all as specified and directed.Note: -The quoted rate for this item includes the cost of GI pipe for protection of earth lead and GI earth wire up to 7.5 metre. 91 M&L for earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm burried directly in ground vertically to depth not less than 2.25m below normal ground level with top edge of the earth plate at a depth not less than1.5m below ground level connected to and including GI earth strip 25 x 4 mm 4mm by meansof nuts, bolts, check nuts and washer etc, made of GI and connected to test point and earth dully all as shown in electrical plate No. 3 SSR Part-I 2009 and specified or indicated including excavation and earthwork in any type of Soil , PCC (1:3:6) Type C1 in chamber, precast RCC 50 mm thick in cement concrete (1:2:4) type B1, reinforced with welded steel wire fabric or XPM (Weight not less than 4.00 Kg/Square metre) with PCC frame, funnel with wire mesh, 20 mm bore medium grade GI watering pipe, lugs, 40 mm bore medium grade GIprotection pipe, test pointincludingdismantling the old unserviceable earthing complete all as specified and directed.Note: -The quoted rate for this item includes the cost of GI pipe for protection of earth lead and GI strip up to 7.5 metre. 92 Supply and laying 50 mm bore GI tubing light grade as in cable protection pipe including all fittings after taking down / taking out from trenchcomplete all as specified and directed. 93 Supply and laying 80 mm bore GI tubing light grade as in cable protection pipe including all fittings after taking down / taking out from trenchcomplete all as specified and directed. 94 Material and labour for cuttingof road / hardstandingn exc 20cm widthandn exc 75cm in depth for laying ofcable protection pipe including making good the disturbed road / hardstanding by providing PCC (1:2:4) type B1to match the existing surfacecomplete all as directed. 95 M&L for construction of platform of size 3.00 x 3.00 x 2.00 m high from GL for existing transformer of capacity 160 KVA,including excavation in trenches not less than 1 mtr, PCC (1:5:10) type E2 for foundation, brick work in cm (1:6), PCC (1:2:4) type B1 in copping, plaster 10 mm thick in cm (1:6) on brick / concrete surface, 75 mm thick PCC (1:4:8) type B1 as in sub base , 100 mm thicPCC (1:2:4) type B1 as in floring using extra cement, returning filling and removal on surplus soil, chain link fencing 1.8 m high made out of 4 mm dia of GI wire 150x100mm mesh, MSangle iron 50x50x6mm as fencing post in embeded in brick /PCCat 2 mtr interval each side as approved 1 No steel gate (3.5m clear) spanwith locking arrangement made out of 15 mm dia ms rod & 50x50x6 mm angle iron frame, painting with 2 coats of aluminium paint over a coat of red oxide primer and 3 coats of white washing on cement work including 2 Nos ISMB 100 mm chanel for fixing transformer including ramp of suitable size mounting of transformer and suitable size of steps/ stairs over plate form complete all as directed. 96 Taking up DI water mains of size 150/200mm (including all fittings), with spigot and socket ends complete all as specified and directed. 97 Laying onlyDI water mains of size 150/200mm (including all fittings), withspigot and socket ends complete all as specified and directed. 98 Supplying, laying, jointing and testing of DI pipe of size 200 mm dia (6) as per IS 8239/2000 class K-9 with inside cement mortar lining with spigot and socketed end including rubber gasket joint (tyton joint) laid in trenches complete all as specified and as directed. 99 Supplying, laying, jointing and testing of DI pipe of size 150 mm dia (6) as per IS 8239/2000 class K-9 with inside cement mortar lining with spigot and socketed end including rubber gasket joint (tyton joint) laid in trenches complete all as specified and as directed. 100 S&F rubber gasket joint for DI pipe of Size 200/150 mm dia all as specified and directed. 101 S&F DI fitting of any size and type complete all as specified and directed.
