PROVISION OF BALANCE PERIMETER WORKS UNDER WP 10B ALONG WITH FLOOD MITIGATION MEASURES AT RAMBILLI NEAR VISAKHAPATNAM

Amount

SCHEDULE "A" PART - I [CIVIL WORKS]

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

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in hard / dense soil, complete all as specified and as directed by the Engineer-in-Charge.

Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in soft / disintegrated rock, complete all as specified and as directed by the Engineer-in-Charge.

Excavating over areas, not exceeding 1.5 m in depth and getting out in Hard rock (Blasting is prohibited), complete all as specified and as directed by the Engineer-in-Charge.

Ditto - All as per Item No. 1.004 above but depth exceeding 1.5 m and not exceeding 3 m

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundations, pile cap, beams, shafts, wells, manholes, pier holes, laying of under ground cables or pipe etc., not exceeding 10 sq m on plan and getting out in soft/loose soil, complete all as specified and as directed by the Engineer-in-Charge.

Ditto - All as per Item No. 1.006 above but in hard / dense soil

Ditto - All as per Item No. 1.006 above but in soft / disintegrated rock

Excavation in trenches not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3 m in depth for foundations, pile cap, beams, shafts, wells, manholes, pier holes, laying of under ground cables or pipe etc., not exceeding 10 sq m on plan and getting out in hard / dense soil, complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in including, spreading, leveling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by the Engineer-in-Charge. Notes: (i) 10 % Deduction shall be made for voids (ii) Compacted thickness wiil be measured for the payment purpose.

Earth work in excavation in all kinds of soil, by mechanical means (Hydraulic excavator) in foundation trenches or drains not exceeding 1.5 m in depth or 10 Square Metre on plan, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m, complete all as specified and as directed by Engineer-in-Charge.

All as per Item No. 1.011 above, but depth exceeding 1.5 m but not exceeding 3 m

All as per Item No. 1.011 above, but in soft / disintegrated rock

Earth work in excavation in all kinds of soil, by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Square Metre on plan) but not exceeding 1.5 m depth, including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, complete all as specified and as directed by Engineer-in-Charge.

All as per Item No.1.014 above, but in soft / disintegrated rock

Earth work in excavation in all kinds of soil, by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Square Metre on plan) but depth exceeding 1.5 m but not exceeding 3 m, including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, complete all as specified and as directed by Engineer-in-Charge.

All as per Item No.1.016 above, but in soft / disintegrated rock

Surface Dressing not exceeding 15 cm deep and getting out in soft/loose soil complete all as specified and as directed by Engineer-In-Charge.

All as per Item No.1.018 above, but in hard / dense soil

Material and Labour for M-sand of Zone II conforming to relevant IS, filling for the foundations, road including spreading, levelling in layers not exceeding 25 cm thick and well ramming including watering and consolidation as required, complete all as specified and as directed by the Engineer-in-Charge.

Removing the excavated rocks to a distance exceeding 50m but not exceeding 250m and depositing where directed at a level not exceeding 1.5m above the starting point at a designated place, complete all as specified and as directed by the Engineer-in-Charge.

Removing the excavated soil (all kinds of soil) to a distance exceeding 1.5 km and not exceeding 5km and depositing where directed at a level not exceeding 1.5 m above the starting point, complete all as specified and as directed by the Engineer-in-Charge.

Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and levelling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50 m and clearing the site, girth of the tree not exceeding 30 cm, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for Hard core of gauge not exceeding 63 mm broken stone or boulders deposited, spread, levelled in layers not exceeding 15cm thick, watered and rammed to a true surface, complete all as specified and as directed by the Engineer-in-Charge.

Chipping of laitance concrete in piles above cut off level upto a max of 2 m from cut off level and disposal to a distance exceeding 50 m but not exceeding 250 m., complete all as specified and directed by the Engineer-in-Charge.

Material and labour for reinforcement in any situation using corrosion resistant TMT steel bars of grade FE-500D, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No. 1.026 above but, 5 mm dia and over upto and including 10 mm dia, in stirrups, spacers and binders, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for pre construction anti termite treatment by treating the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface area, complete all as specified and as directed by the Engineer-in-Charge.

Material & labour for drilling or boring for 500mm nominal dia. bored cast-in-situ piles, through any or all types of strata i.e soft/loose soil, stiff clay, gravel, cobble stone, compact moorum, soft conglomerate or loose boulders, disintegrated rock, weathered rocks etc., (except hard rock for socketing depth) upto top of socketing depth/founding depth by adopting suitable method in both land/river with perennial water and disposal of drilling/bored materials to a distance of exceeding 1.5 km but not exceeding 5 km and depositing where directed, complete all as specified and as directed by Engineer-in-Charge.

All as per Item No. 1.029 above but for 800 mm dia pile.

Carrying out initial load tests on test piles as per standard procedure laid down in IS-2911 by static load test method including compressive strength including construction of test cap, dismantling the cap after the test and clearing the site and maintaining the complete records of load settlements etc as specified and directed by GE and submission of reports for 2.50 times the design load (55 MT) as specified in drawings in non working areas in the vicinity, including the cost of new piles for 500 mm dia piles with specifications as same as working pile with minimum depth of socketing into the hard rock is 2D (D is the dia of pile) etc, complete all as specified and directed by the Engineer-in-Charge.

All as per Item No. 1.032 above but for 800 mm dia pile.

All as per Item No. 1.032 above but for 600 mm dia pile. Note for Item Nos. 1.032 - 1.034: Load required for testing as per IS shall be arranged by the contractorand the test pile shall be abandoned after testing.

Material and labour for Carrying out routine load test on 500mm dia piles (working pile) as per standard procedure given in IS-2911 (Part IV) by high strain dynamic load with compressive strength, including construction of test cap, dismantling the cap after the test and clearing the site and maintaining complete records of load settlements,etc and submission of report for 500 mm dia piles for 1.5 times of the design load (55 MT), complete all as specified and as directed by Engineer-In-Charge.

All as per Item No. 1.035 above but for 800 mm dia pile.

Material and labour for PCC 1:3:6 type C-2, by using 40mm grade granite stone aggregate, as in foundations, filling and mass concrete, underneath pile caps, capping beams, suspended floor, foundations, plinth beams, haunching and packing of pipes, culvert, wing wall, return wall, curtain wall, apron, approach slab, etc., complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC 1:4:8 type D-2, by using 40mm grade granite stone aggregate, as in foundations, filling and mass concrete, underneath pile caps, capping beams, suspended floor, foundations, plinth beams, haunching and packing of pipes, etc., complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC 1:5:10 type E-2, by using 40mm grade granite stone aggregate, as in foundations, filling and mass concrete, etc., complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC 1:2:4 type B-1, by using 20mm grade granite stone aggregate, as in coping and the like including weathering, holdfast, etc slightly rounded or chamfered angles and throating, including necessary formwork, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for PCC 1:2:4 type B-1, by using 20mm grade granite stone aggregate, as in surface channels and drains, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for providing precast cement concrete using RCC of grade M-40 (Design mix using 20mm graded stone aggregate) using ready mix concrete including supply and mixing of admixtures as in wall panels, chullah hoods, chajjas, water troughs and similar articles set in cement mortar 1:4, with plain fair faces, including necessary formwork, handling, conveyance, erection with alignment in true position, finishing, complete all as specified and as directed by the Engineer-in-Charge. Notes: (i) Reinforcement shall be measured and paid for separately under the respective item of Schedule 'A' (ii) Joint between the panels shall be filled with high pressure cement grout 1:2 mixed with non shrink compound and rate quoted shall be deemed to be inclusive of the same

All as per Item No. 1.043 above but in precast plinth beams etc.

Material and labour for reinforced cement concrete of grade M-40 (Design mix using 20mm graded stone aggregate) using ready mix concrete including supply and mixing of admixtures, as in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, pile caps, suspended floor beams & slabs, plinth protection, basement slabs, under-reamed piles, capping beams, tie beams, bed / wall to RCC drain including formwork etc. using portland slag cement and handling, conveyance, errection with alignment in true position, finishing, complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No. 1.046 above but as in beams/ floor beams/ roof beams/ cantilevers/ lintels over 1.5 m span.

All as per Item No. 1.046 above but as in bottom slabs / ramp deck slab/ floor slab /roof slab/ landings and steps/ balconies/ canopies/ shelves/ hard-standings.

All as per Item No. 1.046 above but as in columns/ pillars/ posts/ struts.

All as per Item No. 1.046 above but as in chajjas.

All as per Item No. 1.046 above but as in vertical walls, basement wall, etc.

Material and Labour for reinforced cement concrete (Ready mix concrete) by design mix M-40 grade (Using 20mm graded stone aggregate) as in pile bore holes using portland slag cement and admixture CONPLAST SP-430 A2 or equivalent for piles in tremie method including necessary dewatering, formwork, concrete mixed in RMC plant, transporting, placing, compacting, vibrating etc., complete all as specified and directed by the Engineer-in-Charge.

Extra for forming fair finished drain or channel 60cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc., complete all as specified and as directed by the Engineer-in-Charge. Note: Inner girth shall only be measured for payment

Material and labour for brick work with fly ash old size bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for brick work with fly ash old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 including supply and fixing of 2 no.s of 8 mm dia bars at every fourth course of brickwork, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for walling of random rubble masonry (except stone), uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4, except stone, complete all as specified and as directed by the Engineer-in-Charge. Note: Stone obtained from excavation shall be used after testing and approval of GE. Testing charges shall be borne by the contractor.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses, hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm in granite or trap stone, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 600 mm thick well graded boulder masonry built in cement mortar 1:6, as in vertical bunds at the back side of weep holes abutment/wing wall, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for boulder pitching, 300 mm thick, hand packed tightly and grouted with cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for steel formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams,pile caps and similar work; vertical or to batter for flat rough finished surface of concrete, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (horizontal or sloping) for flat fair surfaces of concrete, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for steel formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc also splays between floors and beams, etc with fair finished surface of concrete, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for steel formwork to sides of pillars, posts, struts, piers, columns and stanchions having square, rectangular or polygonal shape with fair finished surface of concrete, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for steel formwork to chullah hoods, chajjas, troughs and similar items including edges, RCC gutters, cat walk and similar items with fair finished surface of concrete, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for steel formwork to faces of walls , retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttressess, etc; vertical or to batter for flat fair finished surface of concrete, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for steel formwork to staircases with sloping or stepped soffits including risers and stringers (excluding landing) with fair finished surface of concrete, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix MS framed work such as grills, gratings, etc., with end of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders framed balusters; walk ways; railings; frame work of water tanks and similar work conforming to Fe 290 Gde E-165, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix powder coated aluminium frame for doors, windows, ventilators and shutters for doors and windows with extruded build up standard tubular and other section of approved make transparent or to required shade according to IS:1868 fixed with rawl plug and aluminium anodised screws or fixing with clips or with expansion hold fasteners including necessary filling up of gaps of junctions at top, bottom and sides with required PVC / neoprene felt, etc. Aluminium sections shall be smooth, rust free, straight mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading, penelling, aluminium anodised screws, complete all as specified and as directed by the Engineer-in-Charge. Note: Minimum thickness of powder coating shall be 50 micron

Supply and Fix factory made anodised aluminium grill for doors/windows / ventilator with one or more rebates including jointing cleats/beading 'U' or H channel for fixing,etc, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix factory made PVC door frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, fixing in opening all as specified in Preamble 8B.3.1 of SSR Part -II (2020) and all as shown on drawing for item No 8095 on Sl Page No 180 of SSR Part-II (2020), complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix factory made solid PVC moulded door shutter 30mm thick (style) consisting of frame made out of MS tubes for top and bottom rails. MS 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 and bottom rail on either side and as gap insert for top rail and bottom rail; panelling of plain colour PVC sheet to be fitted in the MS frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and jointed together with solvent cement, supplying and fixing in the frame at site all as per instruction and drawing shown for item No 8080 of SSR Part II (2020) on Sl Page No 176, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix aluminium alloy, anodised, sliding door bolt of 250mm length,with hasp, staple (bolt type), and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy and fixed, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix 150 mm long aluminium anodised, barrel tower bolts with plates, staples, of extruded section, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix , 100mm size butt hinges, extruded aluminium alloy with with galvanised mild steel hinge pin, anodised and fixed, type B-21, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix 150mm size extruded aluminium alloy handles, fabricated type, anodised, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix floor door stopper of aluminium alloy body, and tongue, anodised, with hard drawn steel spring, fixed in floor, overall length of cover plate 150mm, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix mortice lock, vertical type, brass, of size 100mm with 4 levers, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix 20mm dia aluminium alloy anodised curtain rails of 18 gauge with fixing brackets, stops, rollers etc., complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for pelmet boxes rebated or flat edged of 12mm thick prelaminated particle board,one side decorative lamination and other side balancing white lamination, medium density, exterior grade, flat pressed, single layer type or three layer with BWR type adhesive fixed with screws to timber frame in narrow with including TW lipping 6mm thick timber fillets and hanging clamp, etc., complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix shower roses, cast copper alloy, fancy type, chromium plated, heavy pattern, 125mm dia, including jointing to steel pipe for 15mm bore inlet, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terrace, etc consisting of the following sequences of operations on RCC surfaces : (a) Roof slab shall be cleaned thoroughly and cement slurry shall be applied @ 3 kg per square metre. (b) Applying cement plaster of 10 mm thickness in cement mortar 1:3 mixed with water proofing compound finished smooth and even.(Water proofing compound shall be measured and paid separately) (c) Clean the surface thoroughly and applying a coat of blown grade bitumen 85/25 @ 1.2 kg per square metre over bitumen primer @ 0.5 kg per square metre. (d) Polymeric water proofing (attatic poly propylene) membrane weighing 3 kg per square metre with minimum 3 mm thick reinforced with polyester non woven fabric (non woven fabric of weight less than 160 gm per square metre) laid on primed surface by torch application. (e) A coat of hot blown bitumen 85/25 grade @1.2 kg per square metre shall be applied over water proofing membrane and finally it shall be finished with a coat of bituminous aluminium paint @ 0.1 kg per square metre (f) Carry 48 hours ponding test

Material and Labour for 30 mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in sub base, floor, path, pavings etc, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 75 mm thick PCC (1:2:4) type B1 using 20mm graded stone aggregate as in plinth protection finishing the surface even and fair without using extra cement including making construction joints in 3 metres intervals and joint filled with sealing compound, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for non skid ceramic coloured tiles, 7 to 8 mm thick (square / rectangular) area of each tile exceeding 0.06 Square Metre but not exceeding 0.11 Square Metre, in floors etc set and jointed in neat cement slurry and pointed in coloured cement to match the tiles over and including Material and Labour for 15 mm thick screed bed in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for glazed ceramic coloured tiles 300 mm x 200 mm x 6 to 7 mm thick, on vertical surfaces such as skirting/dados, risers, steps,etc., set and jointed in neat cement slurry and pointed in coloured cement to match the tiles over and including Material and Labour for 10 mm plastring in cement mortar 1:4 as in backing coat for tiles, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for rendering to brick / concrete surfaces, 15 mm thick in cement mortar 1:6, surfaces finished even and smooth without using extra cement including plaster grooves of size 10 mm x 1 mm at junction of RCC work, complete all as specified and as directed by the Engineer-in-Charge..

Material and Labour for rendering 5 mm thick on fair faces of concrete surfaces of ceiling, soffits and sides of floors/roof beams and chajjas etc in cement mortar 1:3, finishing the surface even and smooth without using extra cement, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for rendering 15mm (5mm thick over 10mm thick backing coat) thick on external faces of brick work or concrete surface in cement mortar 1:4, finishing the surface even and smooth without using extra cement mixed with water proofing compound on external coat of plaster, complete all as specified and as directed by the Engineer-in-Charge. Note: WPC shall be measured and paid for separately

Raised pointing to Random Rubble or polygonal rubble, uncoursed or brought upto course in CM 1:4, complete all as specified and as directed by the Engineer-in-Charge.

Supply only integral water proofing compound, conforming to IS 2645 - 1975 of approved make, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for two coats of acrylic emulsion distemper over a coat of alkali resistant primer on newly plastered surfaces including preparation of surface of wall, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for preparing newly plastered wall surfaces and applying two coats of Exterior Emulsion [weather resistant] paint over a coat of alkaline resistant (anti fungal) primer, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for three coats of white washing on newly plastered ceiling surface including preparation of surfaces, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for preparation of new or unplastered surface of walls and applying two coats of cement based paint, over a coat of primer including preparation of surface, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for preparation of new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel painting over a coat of red oxide primer on concrete or brick surfaces, complete all as specified and as directed by Engineer-In-Charge.

Material and Labour for Painting lines, dashes, arrows, letters, etc. on roads, pavements and the like not exc 10cm wide with hot applied road marking thermo setting paint, white or golden yellow with adequate no of coats, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for Painting lines, dashes, arrows, letters, etc. on kerb, roads, pavements and the like exc 10cm wide with road marking thermo setting paint, white or golden yellow with adequate no of coats, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top ), 500 litres capacity, triple layered, hoisted and fixed in position all as specified in SSR Part I including provision of 40 mm/25 mm dia GI spouts for connecting inlet, outlet, overflow and washout pipes, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for Galvanised steel water tubing 15mm bore, medium grade conforming to IS:1239(Part -I), ISI marked, with all fittings (such as bends, tees, short pieces, connectors, elbows, reducers, union sockets,etc) and fixed to walls and ceilings or laid in floors, complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No. 1.103 above, but 20 mm bore.

Supply and Fix stop valves, cast copper alloy, fancy type, chromium plated with long shank and cup (concealed type) screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions for 15 mm bore dia of pipe, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix bib taps, cast copper alloy with crutch or butterfly handle, fancy type, chromium plated, screwed down, screwed for iron pipe or for brass ferrule for 15 mm bore dia of pipe, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix hat pegs, solid body, 125mm to 175 mm in set of three peg set, aluminium, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix PVC (SWR) 75mm bore pipes single socketed, ISI marked, in any length with rubber ring joints, laid in trenches or in floors or fixed to walls, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix PVC (SWR) 110mm bore pipes single socketed, ISI marked, in any length with rubber ring joints, laid in trenches or in floors or on walls, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix HDPE 110mm bore pipes single socketed, ISI marked, in any length as in weep holes in abutments/wing walls of culverts complete all as directed, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix PVC (SWR) 75mm bore bends of any radius, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix PVC (SWR) 110mm bore bends of any radius, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix PVC (SWR) 75mm bore vent cowl, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix PVC (SWR) 110mm bore shoes, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 100mm dia cast iron nahani trap, with grating including jointing to waste pipe fixed in cement concrete (1:2:4) type B1 using 20 mm graded stone aggregate, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for cast iron gully trap 125/110mm, setting and jointing to waste pipe with PCC 1:2:4 type B1 using 20 mm graded stone aggregate with solvent cement, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix vitreous china wash down water closet pan (EWC) (pedestal pattern), light coloured with “P” trap, plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or aluminised hinging device with rubber buffer, 32 mm dia HDPE flush pipe complete.(excluding flushing cistern), complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix PVC valveless, syphonic action type, flushing cistern, 10 litres capacity, low level, white, with inlet, ball valve, float and handle including brackets, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix vitreous china wash basin, white, flat back, size 630mm x 450mm including fancy type chromium plated pillar tap, brass chromium plated waste fittings with long screw shanks and fly nuts, flange end bedded in red led cement and other end fixed, rubber plug with rings including CI brackets, cutting for and pinning in ends of brackets or erecting stand, 32 mm bore PVC flexible waste pipe, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix vitreous china soap dish, white, of size 260 x 260 x 90 mm with screws, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for providing and installing MS liner for bored cast in situ concrete piles with necessary stiffeners, driving shoe with continuous welding including cutting, welding, etc conforming to Fe 410-W (Gde E-250 Quality A), complete all as specified and as directed by the Engineer-in-Charge. Notes: (i) Rates shall be inclusive of cutting the liner at cut off level. The rate is deemed to include for cutting, removal and salvage value of the material so obtained. (ii) MS liner will be measured and paid upto the cut off level of pile only. Additional MS liner if used for conveyance of construction shall be included in the rate quoted. No extra payment shall be made on this account. (iii) MS Liner shall be driven upto 10 m from cut off level.

Supply and Fix gun metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe of 20 mm bore dia of pipe, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 50 mm bore GI pipe, medium grade, as in spout pipe, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for polyproplene Geogrid 80*30 KN, of mass not less than 330 g per sqm, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for forming embankments in fillings using approved moorum obtained from out side MD land including raising earth, spreading in layers not exceeding 30 cm thick, watering, rolling with power rollers to obtain standard proctor density not less than 95 percent under optimum moisture conditions and consolidations and finishing to required size, shape, camber, etc not exceeding 1.5 m height from base of moorum filling, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 100 mm thick (spread thickness) GSB of Kankar or laterite, spread, rolled and consolidated to gradient and camber required by providing close graded material (Grading II) mixing in mechanical mix plant at OMC spreading in uniform layer with motor graded and compacted with vibratory power roller, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 200 mm thick (spread thickness) GSB of Kankar or laterite, spread, rolled and consolidated to gradient and camber required by providing close graded material (Grading II) mixing in mechanical mix plant at OMC spreading in uniform layers with motor graded and compacted with vibrator power roller, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for wet mix macadam 250mm thick in two layers (each 125 mm thick) by providing, laying, spreading and compacting of graded stone aggregate as per Table 400-11 and satisfying the physical requirement as per Table No 400-10 of MORTH specification for wet mix macadam including premixing the material in a wet mix plant at OMC, carriage of mixed material to work site in tipper to paver, laying in uniform layers in sub base / base course on a previously well prepared surface with mechanical paver finish to required grade, level and alignment, compacting with power vibratory roller to achieve the desired density of 98% including protection of edges, required machinery, lighting, guarding, barricading, maintenance of diversion road, loading and unloading of material, including any lead and lift of mixed material, complete all as specified and as directed by the Engineer-in-Charge.

Preparing WMM surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc (surface preparation) and Material and Labour for applying evenly a priming tack coat with bituminous primer (paving bitumen VG - 10 grade bitumen ) @ 10 kg per 10 Square Metre over wet mix macadam, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 60 mm thick premix dense bituminous macadam using paving bitumen (paving bitumen of VG-30) @ 4% by weight of total mix laid with mechanical paver and rolled as per IRC norms and compacted to required gradient and camber, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for bituminious premix asphaltic dense concrete 40mm thick (consolidated thickness) with 5.5% binder content (using paving bitumen of VG - 30 grade) by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver as per IRC norms and compacted with 8 to 12 ton power roller, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for applying evenly a priming tack coat with bituminous primer (paving bitumen VG-10 grade ) @ 5 kg per 10 Square Metre over premixed macadam surface including preparing the surface of premix macadam, complete all as specified and as directed by the Engineer-in-Charge. Notes for Item No.s 1.133 & 1.134: (i) The binder content specified is for quoting the tender only. (ii) The mix design shall be carried out through a government lab. Incase if design of bitumen content is more than specified, no additional payment will be admissible. However, if bitumen content is less than specified, the same shall be adjusted at supply only bitumen rate @ Rs. 35.51/kg.

Supply and Install the delineators of approved colour at both sides of the road, complete all as specified and as directed by the Engineer-in-Charge. Cat Part No: CN-97/CN-126 of make Avery Dennison or equivalent model in makes mentioned in particular specification here-in- after Note: Rate quoted to be deeemd to be inclusive of all filling materials namely epoxy / adhesive, etc. comforming to IS

Supply and Fix foot maker( cat eyes / reflectors) yellow colour of size 100 mm with 5 numbers large glass elements on both sides with 50 x 24 mm thick shank centre line of the road as per manufacture's instructions, complete all as specified and as directed by the Engineer-in-Charge. Cat Part No: CN-83 of make 3M / CN-80 of make Avery Dennsion or equivalent model in makes mentioned in particular specification here-in- after Note: Rate quoted to be deeemd to be inclusive of all materials namely adhesive epoxy comforming to IS

Material and Labour for precast cement concrete block masonry with solid blocks, exceeding 10cm in width as in curtain walls, made out of cement concrete 1:2:4 type B1 using 20mm graded stone aggregate and setting in cement mortar 1:4, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix MS work as in insert plates for fixing in abutment of culverts and the similar articles conforming to Fe 290 Gde E-165, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 150mm dia salt glazed stoneware drain pipes, grade 'A', laid in trenches and jointed, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for concrete bed to 150 mm bore of drain pipes including packing under, and haunching against the sides of the pipes after they are laid and tested, in PCC 1:3:6 type C2 using 40mm graded stone aggregate, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for Soakage wells with excavation in any type of soil, foundation in PCC 1:4:8, walls of random rubble masonry in cement mortar 1:6 with cover slab of reinforced cement concrete of M 25 grade including interconnecting pipes, filled with brick bats, complete all as per drawing No. DGNP/TD/202 Sheet 1/1 dated 10 April 2012 and all as specified and as directed by the Engineer-in-Charge.

Material and Labour for RCC Hume pipe septic tank for 10 users capacity, complete all as per drawing No. DGNP/TD/91 Sheet 1/1 and all as specified and as directed by the Engineer-in-Charge.

Material and Labour for PCC 1:3:6 type C2 using 40mm graded stone aggregate in surface channels and drains, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fix 25 mm thick bitumastic pad, complete all as specified and as directed by the Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - I

SCHEDULE "A" PART - II [INTERNAL ELECTRIFICATION ]

Material and Labour for concealed point wiring on wall and surface on ceiling/roof with necessary fixing arrangements with PVC-FRLSH insulated unsheathed copper multi-stranded conductor of size 1.5 Sqmm, 1100 volts grade drawn in and including rigid non metallic white / ivory PVC conduit medium grade ISI marked not less than 25 mm dia with all conduit accessories/ fittings such as junction boxes, bends, tee, elbow etc including anodized MS sunken boxes made out of MS sheet of thickness not less than 1.6 mm with earth dolly and Bakelite laminated sheet 3mm thick ISI marked for fixing of switches / sockets, fan regulators, wall mounting fittings, door bell & bulkhead etc with MS screw and cup washers including PVC-FRLSH insulated and unsheathed copper multi-stranded conductor of size 1.5 Sqmm, 1100 volts grade for continuous earthing including cutting the chases and making good the surface by cement mortar (1:3) and for matching / finishing of new surfaces either by means of plaster of Paris/ Putty or distemper / colour wash with same existing colour surfaces, for one light, fan, socket independent point 5A controlled by one switch, complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No. 2.01 here-in-before but socket outlet 2 in 1, 5Amp on same board

All as per Item No. 2.01 here-in-before but with two runs of 2.5 Sqmm PVC FRLSH insulated unsheathed cable with copper conductor including 2.5 Sqmm one single core PVC unsheathed cable with multi stranded copper conductor as earth continuity conductor and connected to common earth dolly for for one 5 pin 15 Amps switch socket.

All as per Item No. 2.01 here-in-before but one light point controlled by two two way switches

Material and Labour for 1 x 22W LED batten tube light fitting, extruded aluminium housing provided for efficient heat dissipation with polycarbonate diffuser and integrated electronic driver including tube, complete with accesories, complete all as specified and as directed by the Engineer-in-Charge. CAT NO.LUMILINE PLUS BS 22W LED 865 SPCSS of Havells or equivalent model of make given here-in-after

Material and Labour for Bulkhead fitting 1 x 10 W LED, IP-65, AC, 230V complete with accesories, lamp and including connecting up with twin core copper cable with suitable size, complete all as specified and as directed by the Engineer-in-Charge. CAT NO.LHEOALP7PZ6J010 of Havells or equivalent model of make given here-in-after

Material and Labour for Lamp holder PVC/Polycarbonate type with back plate with lamp 7W LED suitable for batten fitting, complete all as specified and as directed by the Engineer-in-Charge. CAT NO.LHLDERUML8X007 of Havells or equivalent model of make given here-in-after

Material and Labour for LED 10 W mirror light fitting, complete all as specified and as directed by the Engineer-in-Charge. CAT No.LUMILINE PLUS BS 10W LED 865 SPCSS of Havells or equivalent model of make given here-in-after.

Material and labour for switch socket combination flush type, 5 in 1, 3 pin 5 and 15 Amps, flush type, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for switch socket combination flush type, 2 in 1, 3 pin 5 Amps flush type complete, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing ceiling fan 1200mm sweep (5 star rating), approved colour and model with complete accessories single phase 230 V 50 Hz complete with down rod, canopy, blades, including regulator, including provision of PVC sheathed copper conductor cable 0.5 Sqmm 3 core from ceiling rose, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing switch piano flush type single pole one way flush type, 6 Amps, 230 volts, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing ceiling rose surface bakelite three terminals, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix MCB DB, TPN, 4 way, double door type, IP 54 / 42 protection, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix MCB, FP, 63 Amps, 415 volts, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix MCB, SP, 6-40 Amps, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour sub main wiring with two single core PVC-FRLSH insulated unsheathed multistranded copper conductor cable of size 6 sqmm drawn in and including suitable size PVC conduit with 6 sqmm PVC-FRLSH insulated unsheathed multistranded copper conductor as a continuous earth wire, complete all as specified and as directed by the Engineer-in-Charge. Note : (i) Two single core cable, one run of earth copper conductor and one run of conduit shall be measured and paid as unit length.

Supply,install, testing and commisioning inside the watch tower, long range security search light with tripod stand of 1 m long with castrol wheel high intensity weather proof flood light in aluminium body complete with highly polished parabolic stainless steel mirror back and inside reflector toughened front glass with operating arrangement of both vertical and horizontal control working at single phase 230V, 400 watt MH operating range upto 850 m inclusive of the provision of all connected accessories like electric lead, MH lamp fixing arrangements etc, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix exhaust fan, steel body AC single Phase, 230V of size 300m sweep with blades, and frame and louvers,necessary PCC work and cutting of hple etc., complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing electronic fan regulator, 5 steps, 440 volts, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing switch piano flush type single pole two way flush type 10Amps 230 volts, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing wall mounted fan 450mm sweep, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fixing double door metallic sheet metal enclosure for DB when MCBs to be used SPN 2 ways, 240 V without bus bar, IP -42 protection fixed properly in a concealed position and to provide required sizes of flexible conduit at any open surfaces near DBs of cables/wires, complete all as specified and as directed by the Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - II

SCHEDULE "A" PART - III [LIGHTNING PROTECTION]

Supply and fixing air termination, single pointed aluminum rod 12mm dia and 300mm long, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing aluminum strip 25 X 3.15 mm with saddles and fixing screws etc. for roof Conductors and down conductors above ground, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing galvanised iron strip 32 X 6 mm with porcelain/non metallic PVC saddles and fixing with screws etc, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for Test point terminal block made of gun metal or phosphorus bronze size 75 x 75 x 25 mm drilled and screwed including 3 nos. 8mm dia 25mm long hex head screw, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing Tubes, light grade 40 mm galvanized for earth strip protection, complete all as specified and as directed by the Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - III

SCHEDULE "A" PART - IV [POWER FENCING]

S & F including testing & commissioning of IP energizer with CE conforming to IEC-60335-2-76, IEC-61000-3-2, IEC-61000-3-3 and IS-8437 standards with on board LCD, key pad, network control and connecting to controlling wirecomplete all as specified and directed. Model No. CS250 with CE marking of crown solar make or other equivalent as approved by GE.

S & F including testing & commissioning of Live lite with one side visibility and atleast 7 Nos. of super bright LEDs emitting red color powered on Fence voltage and flashing at every pulse generated by Energizer along with strobe Light - 1 No. complete with necessary connection up complete all as specified and as directed by Engineer-in-Charge.

S & F including testing & commissioning of 12V DC Hooter with 300 m range (100 dB) complete all as specified and as directed by Engineer-in-Charge.

S & F including testing & commissioning of solar PV module of rating 12V/74Wp with stand and intelligent charge controller unit with charging facility from solar or conventional energy.

S & F including testing & commissioning of 12V 65 AH battery complete all as specified and as directed by Engineer-in-Charge.

S & F including testing & commissioning of fixing of lightening diverter kit consists of UV stabilized plastic and stainless steel components having provision to alter the arc gap, surface/wall mounted plate complete with necessary connecting up all as directed by Engineer-in-Charge

S & F including testing & commissioning of IP 56 rated out door console rack with rain canopy single door, one gland plate, two can locks and 3mm thick mounted plate fixed on mild steel angle ISA 25x25 with 3mm thick with minimum 1 mtr height complete all as specified and as directed by Engineer-in-charge.

S & F of intermediate posts KIWITAH (V shaped) duly galvanised of 45x25x2mm of 1.3 mtr length out of which 0.3 meter will be grouted on wall but not exeeeding 3mtr length as required at site complete all as specified and directed by Engineer-in-Charge.

Material and Labour fixing fof 25NB class B support GI post on wall not more than 5mtr, complete all as specified and as directed by the Engineer-in-Charge.

S & F including testing & commissioning of break away insulator made out of Polypropylene Co-polymer (PPCP), UV stablized having break load of 25 Kg + 2 Kg suitable to 15 KV rating (dielectric strength) in power fence as required complete as specified and directed by Engineer-in-Charge.

S & F including testing & commissioning of fixing of end strain hooks of 8mm dia made out of hard drawn spring steel/GI, suitable to fix strain insulator in power fence as required complete all as specified and as directed by Engineer-in-Charge.

S & F including testing & commissioning of end strain insulators made up of Polypropylene Co-Polymer having 15 KV (die electric strength) working load more than 150 KG and UV stablized in power of 2.59mm dia in power fence as required complete all as specified and directed byEngineer-in-Charge.

S & F including testing & commissioning of wire tightner LM6 grade for tightening of power fence complete all as specified and directed by Engineer-in-Charge.

S& F including testing & commissioning of joint clamps to interconnect fence wire shall be made of zinc coated flat iron with M8 size of SS nuts and bolts with fixing arrangement for power fence complete with fixing all as directed by Engr-in-Charge

S & F including testing & commissioning of HT wire 2.59mm thick complying with IS-398 Part 2 laying on wall not more than 5 mtr height complete all as specified and as directed by Engr-in-Charge.

S & F including testing & commissioning of fixing of double insulated cable of 2mm dia hot dipped galvanished wire with 9mm thick insulation of 1.1kV garde complete all as specified and directed by Engr-in-Charge.

S & F for fixing of warning sign board made out of polyethylene plastic with yellow back ground colour and black letter in English/ local language of size 250x150x3mm complete all as specified and directed by Engr-in-Charge.

S & F including testing & commissioning of 500VA UPS with 30 minutes back up with provision of stand/table complete all as specified and directed by Engr-in-Charge.

S & F including testing & commissioning of fixing/ laying of 6 core armoured single mode optical fiber cable running through with 1” dia HDPE conduit pipe with all accessories complete as specified and directed by Engr-in-charge. Note:- One running meter of Cat 6 OFC and one running meter of HDPE conduit shall be measured as one unit.

S & F including testing & commissioning of fixing of 3 core 2.5 Sqmm armoured/ sheathed copper conductor cable 1.1 Kv grade power cable all as specified and directed by Engr-in-Charge

S & F including testing & commissioning networking components consisting of 08 port layers to manage gigabits ehthernet switch with 2 gigabits SFP port, LIU, splicinig and accessories complete all as specified and directed by Engr-in-Charge

S & F including testing & commissioning of fixing Gate top electrification with 1 mtr height fence on existing gate all as specified and directed by Engr-in-Charge.

Material and Labour for fixing of 1.6 mm (18 SWG) thick 50mm width and 50mm height hot dipped galvanised perforated cable tray clamped to wall surface, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fixing of PC Desktop, 1 TB Hard disk, 4 GB RAM minimum, i5, 10th generation processor 32" LED Monitor / Display complete with installed original latest version of Solar Fence software and suitable UPS with 30 miniutes backup with capacity of integrating further Solar Fence, provision with suitable stand / table as recommended OEM, complete all as specified and as directed by the Engineer-in-Charge. Make : HP / Dell / Lenovo

Material and Labour for earthing complete with 8 mm dia SS rod electrode, buried directly in the ground (earth pit not less 1.20 m deep and 0.5 m in dia below ground level) with top edge of the plate not less than 1.2 m below the normal ground level, connected to system / fence earth lead by earth clamp to fix cable means of necessary bolts, nuts, washers of galvanised iron or steel upto 1 m length, 8 mm dia SS rod protected by and including GI pipe 40 mm dia bore of 4 feet length (medium grade ) and connected to main test point as directed including, combination of chemical mixture of around 6 kg of betonite powder for creating more conductive conditions for electric flow, including necessary excavation and brickwork and earth work in any type soil including and not limited to, complete all as specified and as directed by the Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - IV

SCHEDULE "A" PART - V [PERIMETER LIGHTING]

Material and Labour for Lightning arrestor Expulsion type complete with all its fittings transmission class, discharge capacity 65 KA shall comply with IS 3070(Part-II) 1966, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for Expulsion fuse complete with all fittings shall comply with IS:9385(part-II) 1986 single pole 11000 V and up to 25 A capacity, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for Triple pole, mechanically operated, mounted on insulator and steel frame, with operating mechanism worked from ground level, double break with 9 insulator type for current rating upto 200A, 11000 V with single length of 40mm bore of tube GI pipe, heavy grade with provision of sufficient eye hooks, complete all as specified and as directed by the Engineer-in-Charge.

Supply and erect Prestressed concrete pole, 11 m long, 152 x 152 mm at top and 152 x 260 mm at bottom, class 9 all as per IS 1678-1978 specification and shall carry earth bond in accordance with rule 90 IE, complete all as specified and as directed by the Engineer-in-Charge. Note: All civil works i.e earth work and PCC will be measured and paid separately under relevant items in Schedule 'A' Part - I

Material and Labour for cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated and directed and inclusive of one primer coat of red oxide and two coats of Aluminium paint, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for fixing of Aluminium pipe 3mm thick of outer dia 25mm for bus bar purpose with suitable clamps, nut & bolts and washers for making transfer of bus bar of size 4m X 4m for 3 phases, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing etc. as required with 4mm dia galvanised iron or steel wire with 8SWG, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fix anti climbing device, spikes type fabricated out of MS bars 10mm dia welded to flat iron 50x6 mm bend to shape in two halves made to shape to suit the cross section of PCC pole including suitable nuts and bolts, washers etc, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for Danger notice plate of 1.6mm thick mild steel sheet, vitreous enamelled white, with letters, figures and conventional skull and bones in signal red colour and fixed with and including of MS clamps, bolts and nuts of approved size for LT of size 20 x 15 cm shall confirm to IS 2551-1982, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for Danger notice plate of 1.6mm thick mild steel sheet, vitreous enamelled white, with letters, figures and conventional skull and bones in signal red colour and fixed with and including of MS clamps, bolts and nuts of approved size for HT of size 25 x 20 cm shall confirm to IS 2551-1982, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for 100mm bore dia of pipe GI tubes, light grade with all fittings and fixed complete to poles, walls and ceilings or laid in floors or underground complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No. 5.14 above, but 80 mm bore.

All as per Item No. 5.14 above, but 50 mm bore.

All as per Item No. 5.14 above, but 40 mm bore.

Material & Labour for earth continuity conductor of galvanised earth strip of size 32 x 6 mm fixed to wall or batten or recess or chases or buried in ground or drawn in pipe, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing straight through jointing kit for 11KV grade cable out door, cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium cable of size 120 to 185 Sq.mm, complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing cable end jointing kit for 11000V grade cable out door, cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium cable of size 120 to 185 Sq.mm, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for spreading of clean dry river sand in trenches for cable cushioning and for spreading at out door sub station area, complete all as specified and as directed by the Engineer-in-Charge. Note : Punned thickness only shall be measured for payment purpose.

Supply and lay un-reinforced PCC (Precast cement concrete) cable cover class LV type 1, flat, size 250 x 150 x40 mm, complete all as specified and as directed by the Engineer-in-Charge.

Supply and lay un-reinforced PCC (Precast cement concrete) cable cover class HV type 1, flat, size 300 x 180 x 40 mm, complete all as specified and as directed by the Engineer-in-Charge. Note: Cable covers shall be factory made as appproved, Test certificate shall be produced before laying and the mix of concrete shall not be less than M-30.

Material and labour for weather proof FR cable single core with aluminium conductors multistranded two runs of 2.5 sqmm & one run of 1.5 Sqmm wire as earth continuity conductor in and including flexible PVC conduit rigidly fixed on PCC pole with suitable clamps for street light connection from junction box to light fitting, complete all as specified and as directed by the Engineer-in-Charge. Note: Two runs of cable, one run of earth wire and one run of conduit shall be measured as unit length.

Supply and fixing insulator. pin type, porcelain, vitreous, white including one galvanised mild steel spinndle, two galvanised iron washers and one galvanised iron nut, 150 mm height, 150 mm dia for 11000 volts grade, complete all as specified and as directed by the Engineer-in-Charge.

Laying Only HT UG cable XLPE Insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electrical power cables (Heavy duty) with strandard aluminium conductor,11000V grade of size 3 core, of 120 Sqmm, complete all as specified and as directed by the Engineer-in-Charge. Note: HT cable shall be issued under Schedule 'B' under free for laying only. Rates are inclusive of warning tap as per IS to be laid 0.4 m above the cable .

Laying Only LT UG cable XLPE Insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electrical power cables (Heavy duty) with strandard aluminium conductor,1100V grade of 3.5 Core 70 Sq.mm, complete all as specified and as directed by the Engineer-in-Charge.

All as per Item No. 5.27 above, but 3.5 Core 25 Sq.mm

All as per Item No. 5.27 above, but 4 Core 16 Sq.mm Note for item No. 5.27 to 5.29: LT cable shall be issued under Sch 'B' free for laying only.

Fixing only Energy conservator T5 lamp road way lighting luminaries and provision of new GI pipe light grade 40 mm bore 1.2 m long made in shape and with suitable GI clamp for fixing pipe with the pole, with all its accossories, complete all as specified and as directed by the Engineer-in-Charge. Note: 4 x 24 watt CFL lamps issued under Sch B store

Supply, install, test and commisioning of transformer 100 KVA (as per IS 1180 level 2) stepdown 11000/433 volts, 50 Hz, Outdoor type, copper wound, vector group DYN 11, cooling ONAN, with off load tap changer (±)7 1/2 % in steps in 2 1/2 %, initial filling of transformer oil, stranded fittings/ accessories as per IS/IEC conforming to with hot dipped galvanised radiator and natural Easter oil or latest IS specifications, complete mounted on four pole structure, complete all as specified and as directed by the Engineer-in-Charge. Note: Fixing accessories such as angle iron, nut bolts etc shall be measured and paid separately under relevent items of Schedule 'A'.

Supply and fixing cable route indicator made out of PCC of 450 x 180 x 40 mm embossed as MES HT CABLE 11 KV, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for fixing of HT/LT cables on the bridges with `L` shape Angle iron of size 50 x 50 x 6 mm including necessary clamps, nuts and bolts etc, complete all as specified and as directed by the Engineer-in-Charge.

Supply, laying and testing of 11 KV earth grade cable suitable for earthern system having compacted circular stranded aluminium conductor shielded with semi conducting compound extruded layer XLPE insulated, dry cured cored shielded with semi conducting compound extruded layer followed by metallic copper screened inner sheath of extruded PVC, galvanised single flat steel strip armoured and PVC sheathed overall conforming to IS :7098 / Part II / 1985 as amended up to date with ISI mark of size 120 sqmm 3 core in VCV manufacturing process, complete all as specified and as directed by the Engineer-in-Charge.

Supply, laying and testing XLPE insulated, screened, PVC beded, galvanised steel strip or wire armoured, eletric power cables (heavy duty) with aluminium conductor, 1100 volts , grade cross sectional area 25 Sqmm 4 core, suitable for earthed system, complete all as specified and as directed by the Engineer-in-Charge.

Supply, laying and testing XLPE insulated, screened, PVC beded, galvanised steel strip or wire armoured, eletric power cables (heavy duty) with aluminium conductor, 1100 volts , grade cross sectional area 16 Sqmm 4 core, suitable for earthed system, complete all as specified and as directed by the Engineer-in-Charge. Note for Item Nos. 5.34 to 5.36: Excavation and earthwork, sand cushioning and cable protection shall be measured and paid separately.

Supply and fixing 70W LED street light fitting new generation energy saving made up of preesure die cast aluminium housing with high power LED as lighting source and lens embedded PC cover having top opening separate driver compartment with IP-66 protection and impact resistance of IK07 with 10kV inbuilt surge protection device complete all as specified and directed by Engr-in-Charge. Bajaj make cat Part No. 72WBRLEP or CAT NO ENDURACITY LINERN EOSL 70W LED 757 PASY BOTG of Havells or equivalent model of make given here-in-after.

Supply and fix hot dipped galvanised cable tray 2mm thick100mm width and 100mm depth, complete all as specified and as directed by the Engineer-in-Charge.

Supply & Fix 50A rated connectors 04 Pole 01 No including 01 No. 10A MCB SP to control the lamp fixed with suitable clamps on octogonal pole including necessary lugs, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for jumpers made of ACSR conductor of size weasel with 2 Nos HT lugs of suitable size and covered with alkathine pipe complete all as specified upto 0.5 metre length, complete all as specified and as directed by the Engineer-in-Charge.

Material and Labour for jumpers made of ACSR conductor of size weasel with 2 Nos HT lugs of suitable size and covered with alkathine pipe complete all as specified 01 metre to 1.5 metre length, complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fixing of light grade GI 40 mm dia tubing with necessary fittings, fixed to pole / wall /surface or in trench , complete all as specified and as directed by the Engineer-in-Charge.

Supply and Fixing of HDPE pipe 40 mm bore of pressure rating 6 kgf/sq cm laid in trenches including connected accessories, complete all as specified and as directed by the Engineer-in-Charge.

SUB TOTAL OF SCHEDULE "A" Part - V

RAGHUSONS INFRA ENGINEERING PVT. LTD

HES INFRA PRIVATE LIMITED

NSC Projects Pvt. Ltd.

RAMJI DAS DHAL CONSTRUCTION PVT LTD

DEE VEE PROJECTS LIMITED

Vijay Nirman Company Pvt Ltd

Som Projects Pvt. Ltd.

VISHAL INFRASTRUCTURE LTD

SVC PROJECTS PVT. LTD

RVR PROJECTS PRIVATE LIMITED

KEC International Ltd

Rds Project ltd.

M/s Radheshyam Agrawal