Formation of left out internal roads including construction of RCC side drain and Culverts and providing street lights at Mega Leather Park, Panapakkam

Part A - Formation of Left out Internal Roads

Clearing Heavy Jungle. Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. etc., complete complying with standard specification and as directed by SIPCOT Officers.

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with etc., complete complying with standard specification and as directed by SIPCOT Officers. a) box cutting for widening portion

Supply and laying NP4 class - 300mm dia pipes including collar as directed by Engineer in charge etc., complete complying with standard specification and as directed by SIPCOT Officers.

Forming embankment using excavated earth (2 Km internal lead) which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 250 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 95% proctor density for the soil below the top of 0.5 meter height of subgrade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 95% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers. (Forming Embankment using excavated earth at 95% Compaction)

Forming Subgrade using Excavated earth with a lead of 2 Km which has to compacted properly and form a stable embankment including cost , loading and unloading and labour for proper setting out, stripping and storing the top soil, if necessary compacting the original ground by vibratory roller to have a relative compaction of required proctor density, spreading the materials uniformly over the entire width of embankment in layers of not exceeding 500 mm compacted thickness, breaking clods, watering with all leads for water, compacting to 97% proctor density for the soil 0.5 meter height of sub grade under optimum moisture content with moisture content adjusted in the range of one per cent (1 %) above and two percent (2%) below the optimum moisture content determined as per IS. 2720 (Part VII) with power roller rolling and other construction equipments approved by engineer-in-charge and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment including hire and fuel charges for all tools and plants and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers. (Forming Subgrade at 97% Compaction)

Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers.

Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- III of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and laying, spreading and compacting graded stone aggreates to Wet Mix Macadam Base Course of 250mm compacted thickness specification in two layers of 150mm thick each or else as specified on the prepared sub base by providing approved Coarse graded material conforming to Table 400 - 13 and satisfying the physical requirement for material for WMM as per Table 400 - 12 of MORTH Rev.-5, including pre-mixing the materials with water at OMC in mechanical mix plant carriage of mixed matrerial by tipper to site laying in uniform layers with favours in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev.-5 etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen emulsion for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc., complete complying with standard specification and as directed by SIPCOT Officers. as per clause 502 of MORT & H specifications.

Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen emulsion to cut back for 10 sqm area including cost and conveyance of bitumen binder including labour charges for preparing the surface and applying the required quantity as tack coat by bitumen sprayer etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and laying Dense Bituminous macadam Gr I using 0.40 cum of 37.50 -13.20 mm IRC size graded metal 0.35 cum of 13.20 - 2.36mm IRC graded metal and 0.36 cum of 2.36mm and below IRC size HBG metal with 71.30 kg of VG40 bitumen for premixing for 10 Sq.meter includin cost and conveyance of all materials to CMP site including cost and conveyance of bitumen and other materilas to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 95 mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper ttrucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and al other tools & plants required including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 505 MORTH REV. V Specification etc., complete complying with standard specification and as directed by SIPCOT Officers. (Grade I)

Providing and laying Dense Bituminous macadam Gr II using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG40 bitumen for premixing for 10 Sq.meter includin cost and conveyance of all materials to CMP site including cost and conveyance of bitumen and other materilas to CMP site heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hoti mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 95 mm with mechanical paver to the specified grades and cross sections and compaction by vibratory Pneumatic Roller to the required density etc., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire,fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper ttrucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and al other tools & plants required including fuel and all other incidental charges etc., complete asper specification using CMP as per clause 505 MORTH REV. V Specification and etc., complete complying with standard specification and as directed by SIPCOT Officers. (Grade II in two layers)

Providing and laying 40mm compacted thickness bituminous concrete using 0.13 cum of 19.0 - 9.5 mm graded IRC size HBG metal 0.17 cum of 9.5-2.36mm IRC graded metal and 0.26 Cum. of 2.36 mm and below size graded metal with 50.30 of bitumen grade VG 40 confirming to IS 73 for pre mixing for 10 Sq. meter and using materials as per table 500 - 17 and staifying the physical requirement for material for course aggregates for BC as per table 500 - 16 of MORTH REV-V including cost and conveyance of all materials to CMP site , heating the bitumen andaggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveyin the mix by tipper trucks to paver site spreading the mix in required temperature for uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidation 80-100 kn vibratory/Pneumatic road roller to the required density etc., includinglabour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire, fuel charges for 20-30 tonnes capacity CMP unit bitumen boiler, tipper trucks, paver finaisher/9 m paver finisher /Vibratory/Pneumatice road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as per specification using CMPP as per clause 507 OF MORTH REV. etc., complete complying with standard specification and as directed by SIPCOT Officers. (Grade II)

Vibrated Cement concrete in CC M 15 using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete complying with standard specification and as directed by SIPCOT Officers. for BASE CONCRETE FOR MEDIAN KERBWALL KERB WALLS AND GUTTER DRAIN.

Providing Barrier Type Kerb for median / islands using vibrated cement concrete of grade M20 (1:1.5:3)using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to work site,including hire and fuel charges of all them achineries employed for thiswork, including all labour charges fo rmixing, laying, curing, painting, including all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers.

Construction of cement concrete Kerb with channel with top and bottom width 115 and 165 mm respectively, 325 mm high in M20 grade kerb channel 300 mm wide, 125 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, including Painting and etc., complete complying with standard specification and as directed by SIPCOT Officers.

Filling with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407 for Median and Traffic Island. etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing Footpath

Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading- V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev.-5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supplying and Filling with Quarry Dust to the required thickness of 30 mm including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers. for Bedding to Blocks.

Supplying and laying of 60mm thick TAMIN paver block interlocking over a stone dust cussion and pointed with nice M-sand with required design and size (should be got approved by the Engineer in charge before use on works) meeting their international standard with higher loading capacity, rate including cost and conveyance of all required materials at site (excluding cost of stone dust) and all labour charges for laying, compacting with paver vibrator etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supplying and fixing PVC pipes of 100 mm dia for Drain Pipes including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc., complete complying with standard specification and as directed by SIPCOT Officers. FOOTPATH

Part - B - Construction of Storm Water Drain

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete complying with standard specification and as directed by SIPCOT Officers. for foundation

Vibrated Cement concrete in CC M15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for foundation. etc., complete complying with standard specification and as directed by SIPCOT Officers.

Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete complying with standard specification and as directed by SIPCOT Officers. RCC Drain Base Slab, Walls.

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant steel (TMT bar) required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers.

Part - C - Construction of Single Cell Box Culverts

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete complying with standard specification and as directed by SIPCOT Officers. for dressing the bed up to sill level .

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete complying with standard specification and as directed by SIPCOT Officers. foundation

Vibrated Cement concrete in CC M15 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete complying with standard specification and as directed by SIPCOT Officers. for foundation.

Vibrated Reinforced Cement concrete in M 25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete complying with standard specification and as directed by SIPCOT Officers. for CELL BOX

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant steel (TMT Grade M) required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete complying with standard specification and as directed by SIPCOT Officers.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, etc., complete complying with standard specification and as directed by SIPCOT Officers. wearing coat of 75mm uniform thickness over deck slab and approach slab

Vibrated cement concrete of grade M20 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing transporting, laying, and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete complying with standard specification and as directed by SIPCOT Officers. Wings walls, & parapet wall..

Part - D - Providing Street Light Arrangements

Supply and erection of 10 mtrs length GI Steel Tubular pole with double bracket made up of 3 section of GI pipe with 5.2m mtr length of 139.7mm dia and 4.5mm thick and 2.40 length of 114.3mm dia and 4.5mm thick and 2.40mm length of 88.90mm dia and 3.25mm thick complete with ms base plate of size 300 x 300 x 6mm at the bottom. The pole shall be provided with a suitable Arms suitable for mounting LED 120W Modular type street light luminaire. The Arms shall be length and size as specified in the drawing enclosed including Pole Pedestal Foundation. ( Circular 0.60m dia, height 2.00 m with 1 : 4 : 8 PCC below footing. etc., complete complying with standard specification and as directed by SIPCOT Officers.

For Double Collar Poles

For Single Collar Poles

Supplying, installation testing and commissioning of Philips / Crompton / Bajaj 120 wat LED modular type light fitting including wiring from Loop out box to the luminaire in the bracket on the pole with insulated Copper conductor wire etc. complete including fixing charges and using material ladders and laying jointing of 3 core x 2.5 sqmm copper cable from fitting to pole box fuse unit including cost of material and labour. etc., complete complying with standard specification and as directed by SIPCOT Officers.

120W LED Fittings

Supplying, installation testing and commissioning of out door Street lighting distribution pillar made out of 16 SWG sheet steel metal incorporated with 1 No 100amps TPN rewirable fuse switch and 32A 6 way fuse DB provided with 440 V coil and 1 No 63 amps TP contuctor with 440 V coil and 1 No. 24 Hrs timer of L & T make with its control wiring power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB pillar fabricated with front double door arrangements with locking facility painted with one coat of primer and 2 coats of aluminum finish. The pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supply and fixig of TNEB meter board suitable for 3 Phase 200A Service Connection made up of suitable angle iron frame work size of 3 feet X 2 feet using angle iron size 1 - 1 1/2 " X 1 - 1/2" X 1/4" rigigly fixed on wall covered with hylem sheet of size 3 feet X 2 feet of 12m m thickness with necessary bolts and nut supports and supply and fixing of 3 nos 200A fuse units ( 500V) 1 No. neutral link, copper earth flat of size 1 " X 1/24" with inter connection of EB meter to fuse units by 19/16 PVC insulated copper wire with earth connection etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supply and installation of cabinet type class 1 & 2 combined model SPD to arrest surges and over voltages in the power line due to lighning switching action etc. they must be installed in the incoming MCC panel / DB of the respective buling in parallel to the power circuitr. Model: PSV4/12.5/400TT (3 phase power network) etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supply , laying and jointing of following size of PVC armoured LTUG Aluminium cable with ISI mark in a trench to be excavated at a depth of 0.75 m, and routing the cable into the 90 mm dia. HDPE Pipes laid completely and refilling the earth to make good and as per standard specification. (Excluding the cost of HDPE Pipes and laying the same into trenches will be extra) etc., complete complying with standard specification and as directed by SIPCOT Officers.

3 1/2 Core x 50 Sq.mm. PVC Armoured LT UG Aluminium Cable

2 Core x 25 Sq.mm. PVC Armoured LT UG Aluminium Cable

3 1/2 Core x 35 Sq.mm. PVC Armoured LT UG Aluminium Cable

Earthing as per the ISI specification with an earth electrode of 2.10 m class "B" GI Pipe of dia. Not less than 40 mm , with copper earth plate of size 125 mm x 50 mm x 6 mm, with necessary funneling arrangements and masonry work , 38 mm RCC Cover slab for brick masonry etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supply, delivery and laying of 90 mm dia HDPE Pipes including cost and laying charges into trenches etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supplying and Laying GI 100 mm dia pipes road road crossings including cost of Pipes and labour for laying, jointing etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing Loop - inloop out box of size 12" X 10.5" with consist of 8 " X 6" 1 no porcelain fuse unit And 1 No. Clip on type 4 way loop inloop out cable terminal assmemly for terminating 2 nos of 2 core 25 Sqmm armoured aluminimu conductor underground cable. The MS 16 SWG box shall be at a height of 1.8m from the ground level and 50mm dia G.I Conduit sleeve 1 set ( 2 nos) for cable entry and out in cement concrete the sleeve length is 1 mtr height including pole painting and 8 SWG coiled earth wire being connected a suitable earth bolt welded to the pole. etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supply and fixing of 200A of 3 nos fuse fixing in teak wood board and laying 3 1/2 X 70 Sqmm. U.G cable inside the 2 1/2 G.I . Pipe with suitable clamping the pipe in the E.B Pole to Service conection pillar box. etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supply of 16mtr Highmast suitable for 106Km/ Hr wind speed of approved make with raising lowering system comprising, head frame, lumniaries carriage suitableto install 8 Nos of 150W LED Luminaries in Symmetrical arrangement. Double drum winch 6 6mm diameter SS wire pope trailing cable connector integral power tool motor. Manual handle junction box. lighting final / wiring material Power cables between panel and mast. MCB in base compartments are not included etc. supply and delivery of foundation bolts with length 750mm M-24 Size with nuts and washers template size of 300mm X 300mm etc as per standard specifications. Erection of the 16m height High mast with the help suitable tols and plants. wiring of luminiaries with all wiring materials like PVC insulated PVC sheathes flexible cable of suitable copper conductor core of 1.5 Sqmm lugs and labour etc. supply and fixing of rectangular LED flood lgith with innovative thermal management with multiple optics and equipped with IP 66 protection vide cat ref: LSFO - 300 CDL- /60 with 5 year warranty 6 Nos X 150W. Supply of twin dome aviation obstruction lights with two nos. 100W GLS lamps. providing foundation arrangements to the high mast lights etc., complete complying with standard specification and as directed by SIPCOT Officers.

Sub Total of Total Amount in Column BA (ie. Qty x Unit Rate)

Added GST of 18%