PROVISION OF ROAD ALONG THE INACCESSIBLE AREAS ALONG THE PERIMETER WALL AT INS RAJALI ARAKKONAM

Amount

Dismantling and taking down old inaccessible area light fittings of any type/wattage 250 Watt SV/MH Fitting from existing poles/locations carefully without any damage to Fitting wire connections, Light fitting GI Bracket and MS clamps etc. as per site requirement complete all as specified and as directed by the Engineer-in-Charge.

Dismantling and taking down old/corroded cross arms of MS channel/clamps/angle of any type from existing poles and control boxes as per site requirement complete all as specified and as directed by the Engineer-in-Charge.

Taking down old/corroded street light boxes of any type/size complete from poles as per site requirement complete all as specified and as directed by the Engineer-in-Charge.

Taking down old/burnt 2.5 Sq.mm. 3 core wire from existing security light pole control boxes to light fitting as per site requirement complete all as specified and as directed by the Engineer-in-Charge.

Taking up unserviceable cable of any sizes from existing locations as per site requirement complete all as specified and as directed by the Engineer-in-Charge. Note: Earth work as applicable as per site requirement shall be measured and paid seperately under relevent items.

Grubbing up tree trunk of girth exc. 30 cm but n. exc. 100 cm including cutting of trunk portion protruding over ground, digging over roots, filling holes and leveling off ground stacking of servicable material and removing of unservicable material to a distance n. exc. 50m and clearing site complete all as specified and as directed by the Engineer-in-Charge.

Excavation over areas n. exc. 1.50m in depth and getting out in Soft/Loose soil complete all as specified and as as directed by the Engineer-in-Charge

All as per Item No.8 above but exc. 1.5m but n. exc. 3m in depth.

M&L for moorum/red bajri filling in floors or pavings, including spreading and levelling in layers n. exc. 15 cm thick and rammed including watering and rolled to true surfaces with 8 to 12 Ton capacity power roller to achieve compaction of 98% modified proctor density complete all as specified and as directed by the Engineer-in-Charge. Note: Moorum shall be brought from outside of MD land and material shall be as approved by the GE.

M&L for sand/M-sand filling under floors or in foundation, laid in layers n. exc. 15cm thick, spread, levelled and rammed including watering and consolidation complete all as specified and as directed by the Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers n. exc. 25cm complete all as specified and as directed by the Engineer-in-Charge.

Removing excavated soil to a distance n. exc. 50m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.

Removing excavated soil to a distance exc. 250m but n. exc. 500m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC M-7.5 type D2 (Using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC M-10 type C1 (Using 20mm graded stone aggregate) in copings, lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.

M&L for precast PCC M-10 type C1 (Using 20mm graded stone aggregate) as in kerb stones, window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (Bond stones for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and set in cement mortar 1:4 complete with joints to match complete all as specified and as directed by the Engineer-in-Charge.

M&L for PCC M-15 type B1 (Using 20mm graded stone aggregate) in copings, lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by the Engineer-in-Charge.

M&L for precast PCC M-15 type B1 (Using 20mm graded stone aggregate) as in kerb stones (Kerb of size 30cmx10cm), window or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and set in cement mortar 1:4 complete with joints to match complete all as specified and as directed by the Engineer-in-Charge.

M&L for precast RCC M-15 as in landings, cover slabs (for manholes etc.), chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:6 complete all as specified and as directed by the Engineer-in-Charge.

M&L for RCC M-25 design mix controlled concrete as in footings, plinth beams and the like complete all as specified and as directed by the Engineer-in-Charge.

M&L for RCC M-25 design mix controlled concrete as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and as directed by the Engineer-in-Charge.

M&L for RCC M-25 design mix controlled concrete as in slabs supported on walls and the like complete all as specified and as directed by the Engineer-in-Charge.

M&L for finished drain or channel 50 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and directed by the Engineer-in-Charge

M&L for walling of squared rubble masonry, regular coursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed by the Engineer-in-Charge.

Extra over stone walling for hammer dressing to face stones and dresing of face beds and joints as specified of squared rubble walling, regular coursed secunderabad and bangalore types, hammer dressig with maximum depression on face from straight edge held against the dressed surface n. exc. 20mm for granite or trap stone complete all as specified and as directed by the Engineer-in-Charge.

Raking out joints/pointing to square rubble masonry coursed or uncoursed built in cement mortar complete all as specified and as directed by the Engineer-in-Charge.

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

Use and waste of form work to walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc. vertical or to batter for fair finished surfaces complete all as specified and as directed by the Engineer-in-Charge.

Use and waste of form work to soffits of suspended slabs such as roof slabs, floors slabs, landings and similar work, n. exc. 200mm thick for fair finished surfaces complete all as specified and as directed by the Engineer-in-Charge.

S&F reinforcement TMT steel bars of 10mm dia. and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia. or securing with clips or welded complete all as specified and as directed by the Engineer-in-Charge.

M&L rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished fair and even complete all as specified and as directed by the Engineer-in-Charge.

M&L for flush pointing to squared rubble masonry, coursed or uncoursed in CM 1:3 complete all as specified and as directed by the Engineer-in-Charge.

S&F RCC pipes 600mm dia, Class NP3, laid and jointed complete with collars complete all as specified and as directed by the Engineer-in-Charge.

M&L for concrete bed to drain pipes of size 600mm dia. including packing under and completely surrounding pipes with plain cement concrete M-10, type C2 (40mm graded stone aggregate) after they are laid and tested complete all as specified and as directed by the Engineer-in-Charge.

S&F PVC (SWR) pipes 110mm dia. single socketed in any length with percolation (weep) holes (In culverts and area drains) complete all as specified and as directed by the Engineer-in-Charge.

S&F energy saving 36 Watt LED light fitting, IP 66, powder coated, pressure die cast aluminium high power street light with heat resistant toughened glass with lens, including providing GI pipe 25mm dia. medium grade of 1.5m length with suitable MS clamps two nos. made out of 25x3mm flat, prewired etc. complete all as specified and as directed by the Engineer-in-Charge. The Make shall be of Philips (BRP 050 LED 36W), Crompton (LSTS-36-CDL-M), Surya (SLE UL 36W IP 66 LXN).

M&L 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 or directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and as directed by the Engineer-in-Charge.

Supply, fixing and testing powder coated outdoor street light control box of size not less than 300x200x80mm made out of CRCA sheet steel 3mm thick, IP 55 fabricated by CPRI certified panel manufacturers in and including suitable terminal TPN 10 KA SMC connector of make Electro Fibres/Powermat/Ramanuj for 3 Phase cable line In&Out, with MCB SP 6 Amps of make Semers/L&T/Schneider, canopy weather proof hinged doors, locking system and arrangements for fixing on steel poles with MS clamps as per site requirement complete all as specified and as directed by the Engineer-in-Charge. Note: MS work for fixing on pole whereever necessary shall be measured and paid separately under respective item

Supply, drawing, connecting and testing weather proof PVC insulated multi stranded copper conductor 1.0 Sq.mm. round, three core 1100 Volts grade complete all specified and as directed by the Engineer-in-Charge.

Supply, laying and testing of cable XLPE insulated screened, FRLS PVC bedded, 4 core 16 Sq.mm. with galvanised steel strip armoured electric power cables (heavy duty) with standard aluminium conductor, 1100 Volts grade, connecting with proper size SS glands/aluminium lugs near LT panels/bus bar/street light boxes etc. complete all as specified and as directed by the Engineer-in-Charge.

Supply, laying and testing of cable XLPE insulated screened, FRLS PVC bedded, 3½ core 50 Sq.mm. with galvanised steel strip armoured electric power cables (heavy duty) with standard aluminium conductor, 1100 Volts grade, connecting with proper size SS glands/aluminium lugs near LT panels/bus bar/street light boxes etc. complete all as specified and as directed by the Engineer-in-Charge.

Supply, laying and testing of cable XLPE insulated screened, FRLS PVC bedded, 3½ core 70 Sq.mm. with galvanised steel strip armoured electric power cables (heavy duty) with standard aluminium conductor, 1100 Volts grade, connecting with proper size SS glands/aluminium lugs near LT panels/bus bar/street light boxes etc. complete all as specified and as directed by the Engineer-in-Charge.

Supply, laying and testing of cable XLPE insulated screened, FRLS PVC bedded, 3½ core 95 Sq.mm. with galvanised steel strip armoured electric power cables (heavy duty) with standard aluminium conductor, 1100 Volts grade, connecting with proper size SS glands/aluminium lugs near LT panels/bus bar/street light boxes etc. complete all as specified and as directed by the Engineer-in-Charge.

S&F cable jointing kit for 1.1 KV grade cable for straight through joint complete with jointing material heat Shrink type and accessories suitable for 3½/4 core XLPE, armoured, aluminium conductor cable of size 50 Sq.mm., indoor/ outdoor type complete all as specified and as directed by the Engineer-in-Charge.

S&F cable jointing kit for 1.1 KV grade cable for straight through joint complete with jointing material heat Shrink type and accessories suitable for 3½/4 core XLPE, armoured, aluminium conductor cable of size 70 to 95 Sq.mm., indoor/ outdoor type complete all as specified and as directed by the Engineer-in-Charge.

Supply and lay standard size common burnt clay building bricks sub class 'B' for cable protection, laid dry, laid by width complete all as specified and as directed by the Engineer-in-Charge.

Relaying only reusable bricks obtained from the excavation, laid dry, laid by width, for cable protection complete all as specified and as directed by the Engineer-in-Charge.

Spreading riddled earth as obtained from the excavation in cable trenches for cable cushioning complete all as specified and as directed by the Engineer-in-Charge.

Supply and laying in trenches/under road galvonised steel tubing 50mm bore light grade with all fitting for cable protection complete all as specified and as directed by the Engineer-in-Charge.

Supply and laying in trenches/under road galvonised steel tubing 40mm bore light grade with all fitting for cable protection complete all as specified and as directed by the Engineer-in-Charge.

M&L for rolling and consolidating formation surface in cutting with power roller of capacity exc. 8 tonne and n. exc. 12 tonne complete all as specified and as directed by the Engineer-in-Charge.

M&L for 150mm consolidated thick Granular Sub Base with Kankar or laterite, spread, rolled and consolidated to gradient and camber required complete all as specified and as directed by the Engineer-in-Charge.

M&L for 250mm thick (compacted thickness) (Two layers of 150mm and 100 mm thick) Wet Mix Macadam (WMM) laid, rolled and compacted using power road roller of 8 to 12 tonne capacity and consolidated to gradient and camber required complete all as specified and as directed by the Engineer-in-Charge.

M&L for preparing surfaces of WMM/WBM 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 and applying evenly a priming/ tack coat with bituminous primer @ 10 Kg per 10 Sq.m. using paving bitumen grade VG 10 complete all as specified and as directed by the Engineer-in-Charge.

M&L for dense graded Bituminous Macadam (MORTH Table 500-10), using hot mix plant (as specified) 50mm consolidated thickness with 4.5% (minimum) binder content specified by Job Mix Formula by weight of total mix and filler with paving bitumen of viscocity grade 30 (VG 30) laid, laying by a hydrostatic paver finisher to the rquired grade, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller to uniform smooth surface complete all as specified and as directed by the Engineer-in-Charge. Note: No price adjustment shall be applicable if excess quantity of binder content is used / approved in the execution of work under this item.DBM shall be laid as per specifications as detailed in particular specifications.

M&L for laying bituminous premix semi dense asphaltic concrete using hot mix plant (as specified) 30mm consolidated thickness with 5.5% (minimum) binder content by weight of total mix (Using paving bitumen VG 30), levelled, rolled and compacted to required camber and gradient using mechanical paver preferably electronic auto paver 8 to 12 tonne power roller to uniform smooth surface complete all as specified and as directed by the Engineer-in-Charge. Note: No price adjustment shall be applicable if excess quantity of binder content is used / approved in the execution of work under this item. SDAC shall be laid as per specifications as detailed in particular specifications.

M&L for 2.5mm thick road marking paint (retroreflective) of specified shade/colour etc. either continuous or broken lines over existing or new painting surface of cement or bituminous surface by using thermoplastic material including supply of paint material at the rate of 5 Kg/Sq.m. and glass beads at the rate of 0.30 Kg/Sq.m. (Reflective Index 1.5) by using semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foregin material etc. complete all as specified and as directed by the Engineer-in-Charge and in accordance with the applicable specifications. Note: Retro reflective paint shall be applied as per manufacturers instructions alongwith MORTH Technology and speciality complete.

S&F raised pavement marker (CAT EYE) of size 100x100x20mm thick having ultraviolet resistant colour (white/red/yellow), micro cube comer spark glow reflector white/red/yellow to a side provided with steel zinc plated nail of dia 12mm and of length 120mm for fixing to road by hammering installed with, special hot melt bitumen adhesive ATSM D-4280 complete all as specified and as directed by the Engineer-in-Charge.

Supply and fixing of Acrylic Dual Directional delineator having 100mm dia cube comer high intensity reflector (signal red/yellow/white) ,held in strong ABS plastic body mounted : over CRC steel tube 47mm dia of 16 gauge sheet support of total height 600mm having flared/welded foot for firm grip to base (Height of delineators 50 cm above the GL) all as specified and directed by Engineer-in-charge.