State Industries Promotion Corporation Of Tamil Nadu Limited Tender

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supplying and laying of 300 mm dia. RCC non pressure spun pipes with socket and spigot ends - NP 3 class as per IS 458/2003 manufactured with sulphate resistance cement with 12mm Hi - alumina lining with rubber rings including labour charges for laying at proper levels and locations, transportation cost, jointing materials etc., complete as per standard specification and as directed by SIPCOT officers.

Forming embankment using excavated earth 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 SIPCOT Officer 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 as per MORTH standard specification . (Forming Embankment at 95% Compaction)

Forming Subgrade using Carted earth having minimum CBR of 8% with a lead of 20 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 SIPCOT officers and finishing the embankment at 97% proctor density including compaction to specified requirement, working in narrow width of embankment hire and fuel charges for all tools and plants and all other incidental charges etc. Complete as per MORTH standard specification. (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 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 all other incidental charges, (as per clause 401 of MORTH Rev.-5) etc., complete complying with standard specification and as directed by 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 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 all other incidental charges, (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 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 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 clause 502 of MORT & H specifications etc., complete complying with standard specification and as directed by SIPCOT Officers.

Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen 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 as per clause 503 of MORT & H specifications etc., complete complying with standard specification and as directed by SIPCOT Officers

Providing and laying to 100 mm thickness Dense Bituminous macadam 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 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 hot 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 trucks, paver finisher/9 m paver finisher, vibratary/Pneumatic Roller, and all other tools & plants required including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH REV. 5 etc., complete complying with standard specification and as directed by SIPCOT Officers (Grade I)

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 kg of bitumen grade VG 40 confiorming 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-5 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, conveying 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., including labour charges for loading the bitumen in bitumen tank and metal to feeder unit, labour for attending to paver site, 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, fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 OF MORTH REV.5 specification and as directed by SIPCOT Officers. (Grade II).

Providing Centre Median of 2.00 m wide with Cast - in - situ Barrier type Kerbs having bottom width of 165 mm and top width of 115 mm and to a height of 590 mm size (with 20 mm chamfered edges at top ) on both sides with Vibrated cement concrete of M 20 using 20 mm ISS metal and filling with excavated earth in between the kerbs including cost and conveyance of all materials to work site including labour charges for mixing, laying, curing etc including form work charges for kerbs and including rendering smoothing the exposed surfaces with CM 1:3 without claiming extra including Painting two coats black and white over the CC surfaces with approved Synthetic Enamel Paint etc, including all labour charges ,hire and fuel charges for the tools and plants employed etc, complete. as per the standard specification and in accordance with the drawings appended here with and as directed by the SIPCOT officers.

FOOTPATH

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 FOOTPATH KERB WALLS.

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,(as per clause 401 of MORTH Rev.-5) etc., complete as per the standard specification and as directed by the 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 for Bedding to Blocks. etc., complete as per the standard specification and as directed by the SIPCOT Officers.

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 SIPCOT Officer 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.

Vibrated Cement concrete in CC M 15 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 shoring, strutting etc., complete as per standard specification and as directed by SIPCOT Officers. (for WATER TABLE ALONG THE FOOTPATH).

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

Construction of Single Cell Box Culvert (2.00mx2.00m) Ch 0+200m, 0+400m, 0+800m (Part B)

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT officers. (for dressing the bed up to sill level) .

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, 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 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 as per standard specification and as directed by SIPCOT officers. (for foundation). (for CELL BOX)

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar 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 baling 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 (for Wings walls, & parapet wall).

Construction of RCC Storm Water Drain to the Internal Roads (Part C).

Earth work excavation for foundation in all classes of soils and sub-soils and to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by SIPCOT Officers. (for foundation of Drain).

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.

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 (for RCC Drain Base Slab & Side Walls).

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her 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

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 (for Drain)

Providing Street Lights Arrangements For Internal Roads (PART D)

Supply, delivery and erection of 10 metre height Hot Dip Galvanized Octogonal Poles with 150 mm bottom A/F & 70 mm top A/F made upto of 3 mm thick HT sheet along with base plate of size 300 x 300 x 16 mm along with 1000 mm long Double/Single arm bracket made up of 40 NB GI Pipe, Backeite sheet connectors for fixing of street light fittings including 4 Numbers of M20 mm dia. MS " J "bolts of size 750 mm long top - EN8 grade foundation bolts along with Template for the above poles & Terminals suitable for the same etc., complete complying with standard specifications and as directed by SIPCOT Officers.

For Double Collar Poles

Supplying, installation testing and commissioning of installation, testing and commissioning of Philips / Crompton / Bajaj/ Hawels 120 watts LED Supply,. Housing made of die cast aluminium with silver/grey powder coated, diffuser should be clear heat resistance toughened glass and IK08 with IP66 protection, system efficiency should be 100 LM/W, system having 5KVA surge, operating voltage range of 120V - 270 V AC and frequency 50 HZ, power factor, 0.95,THD 10%, LED chip should be high power and each LED should be 2Watts, each LED with induvidual lens, LED life 50000 burning hours as per L70, CCT Range 5000K-6000K, CRI70 and make of LED CREE/ OSRAM/NICHIA and driver should be potted type Constant current LED driver with 4KV Inbuilt Surge, Driver Efficiency 85%, driver having high voltage, short circuit protection and driver should be with BIS certified with R number. The fixture shall be conforming to latest Indian standards or International standards. LEDs comply to the photo biological safety standards as per IEC62471 and RoHS. etc., complete complying with standard specification and as directed by SIPCOT Officers. The fixtures shall be outdoor type. LM79 report from NABL Accredited Lab and LM80 Report from LED chip Manufacture to be submitted etc., complete complying with standard specification and as directed by SIPCOT Officers.

120W LED Fittings (Double Collar)

Fabrication, supply and installation of out door distribution pillar box  of size 1250 mm x 900 mm x 300 mm made out of 16 SWG MS sheet steel withsteel with front double door arrangements with locking facility 1 No. 100 A TPN rewirable fuse switch and 32 A 6 way fuse DB  with 12 Nos. 63A porcelain fuse cut-outs with 1No. copper earth link and neutral link and 1 No. of 63 A TP Contactor with 440 V Coil and 1 No. of 24 Hours Timer of L & T make or equivalent  with its control wiring, power interconnection with 7/16 copper wire from main switch to contactor and contactor to fuse DB etc., complete.  The pillar painted with one coat of red-oxide and 2 coats of aluminium finish as required by TNEB etc., The pillar to be installed in angle iron frame pedestal with concrete grouting including cost and conveyance of all materials and labour etc., complete complying with standard specification and as directed by SIPCOT Officers.

Supply and fixnig 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 - 1/2 " X 1 - 1/2" X 1/4" rigidly fixed on wall covered with hylem sheet of size 3 feet X 2 feet of 12mm 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 specifications 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 lightning switching action etc. they must be installed in the incoming MCC panel / DB of the respective building in parallel to the power circuit. Model: PSV4/12.5/400TT (3 phase power network) etc., complete complying with standard specifications 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)

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 ISI specification with an earth elctrode 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 with necesssary masonry work and with 38 mm RCC cover slab for the brick masonry etc., complete complying with standard specification and as directed by SIPCOT Officers

Supply, delivery and laying of 50 mm dia HDPE Pipes including cost and laying charges into trenches etc., complete as directed by SIPCOT Officers.

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

Supply delivery & erection of 12mtr Minimast suitable for 106Km/ Hr wind speed of approved make with raising lowering system comprising, head frame, lumniaries carriage suitable to install 6 Nos of 150W LED Luminaries in Symmetrical arrangement. Double drum winch 6mm diameter SS wire rope 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 12m height Minimast with the help suitable tools and plants. wiring of luminiaries with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor core of 1.5 Sqmm lugs and labour etc. supply and fixing of rectangular LED flood light 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., etc complete complying with standard specifications and as directed by SIPCOT Officers.

Providing foundation arrangements to the street light poles and Minimast light as per following specifications.

Earth work excavation for foundation of street light poles and High mast light poles in all classes of soils such as hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. except hard rock requiring blasting as per SS 20-B (HGS SS.20.B.) and depositing the same to the low lying area /median, foot path portion(only good earth to be deposited in median and foot path portion for the required quantity) as directed by Engineer in charge with initial lead of 10m and lift of 2m etc. complete and as directed by the SIPCOT officers.

Providing Plain Cement Concrete 1:4:8 (One cement, four sand and eight Jelly) using 40mm size Hard broken granite stone jelly for foundation concrete of street light poles and High mast light poles, etc. laid in layers not exceeding 15cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site, mixing, laying, compacting ( Curing with all leads of soft potable water with standard specifications and as directed by "SIPCOT" officers. (in all heights and all depths)

Providing Reinforced Cement Concrete 1: 1 1/2 : 3 (One cement, One and a half sand and three jelly) for pedestal concrete using Machine crushed 20mm size Hard Broken granite ISS stone Jelly for all "REINFORCED CEMENT CONCRETE WORKS" including cost and conveyance of all materials and labour to work site excluding cost of centering, shuttering, strutting and cost of MS / RTS Reinforcement grills placed in position but including machine mixing of concrete, laying, vibrating with mechanical vibrators, finishing, curing, including cost of soft potable water treatment of bearing, smooth with cement mortar 1:3 (One cement and Three sand) and kraft paper laid over it without claim for extra and and all labour charges for mixing concrete, laying, curing, vibrating charges, hire charges for all tools and plants and all other incidental charges etc. as directed by SIPCOT officers etc. complete complying with standard specifications and as directed by "SIPCOT" officers.

Supplying and erecting form work for (vertical surfaces) steel centering for sides and soffits including supports and strutting upto a height of 3.90m in all floors for RCC street light pedestal concrete pillars etc., with all cross bracings using mild steel BG 10 sheets of required size stiffened with welded mild steel angles of size 25mm x 25mm x 3mm laid over silver oak (country wood) joists of size 10cm x 6.5cm at required spacing and supported by casurina props of 10 cm to 13cm dia at required spacing etc., Complete complying with standard specification and as directed by SIPCOT Officers.

Supplying, Fabricating and placing in position steel reinforcement grills using M.S. / R.T.S. rods of all sizes of reinforcement for all Reinforced cement concrete works (for pedestal pillar concrete) including cost and conveyance of steel, binding wire,spacer bars, cover blocks, labour charges for unbending of rods, straighteing, cutting, fabricating, tying, lifting, placing in position, overlaping to the required length whereever necessary cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by "SIPCOT" officers. (The steel rods must be Fe 415 grade of any brand with ISI marking and necessary test certicate to be produced before using it at site)

Providing Lane Marking, Road Studs and Road Safety Measures in the Internal Road (Part E)

Providing and laying Centreline/Edgeline marking with white hot applied thermoplastic compound 100mm wide of high quality 2.5mm thick including reflectorising glass beads @250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 including cost and conveyance of all materials to the work site including labour charges for machinery and all other incidental charges etc. complete as per MORTH specification and as directed by SIPCOT officers. The finished surface to be level, uniform and free from streaks and holes. complete complying with standard specifications and as directed by SIPCOT Officers.

Road Markers / Road Stud with Lens Reflector : Providing and fixing reflective road studs of "category A" Raised pavement markers made out of poly carbonate / methyl methecrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023 / 10 / 97 - DO.III dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35 +/-5 degree. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Rigid Median Marker : Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro-reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Metal Beam Crash Barrier Type - A, "W" Double Guard. Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410 / 360 and dip galvanized having zinc Mass of 550gms / sqm, minimum 950 mm above road / ground level fixed on ISMC series channel vertical post 150 x 75 x 5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350 x 350 x 800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the SIPCOT Officers.

Retro - Reflectorised Traffic signs (without definition board) Type - IV. Providing and Fixing of Retro - Reflectorised Cautionary, Mandatory and informatory signs (without definition board) made out of high Intensity prismatic Grade sheeting confirming to Type - IV Standard of IRC-67: 2012 and ASTM D 4956 - 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 x 75 x 6mm with a clear height of not less than 2.1m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67- 2012 and firmly fixed on the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 6.0cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of IRC 67 - 2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. etc., complete complying with standard specifications and as directed by SIPCOT Officers.

a) 90 Cm. Equilateral triangle ( Pedistrian crossing, Other sign boards )

b) 60 Cm. Equilateral triangle ( Triangular )

c) 60 Cm. Circular ( No overtaking, Speed limit )

d) 80 x 60 Cm. Rectangular ( Bus stop village Boards )

e) 60 x 45 Cm. Rectangular ( Chevron Sign )

f) 60 x 60 Cm. Square

g) 90 Cm. High Octogonal

Direction and Place Identification Signs - Type - XI (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone application) : Providing and erecting Direction and Place Identification Retro - reflectorised Signs made out of Cube Corner Prismatic Grade sheeting confirming to Type - XI standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm with clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67 - 2012. The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications) Rate per sqm (for sign having area more than 0.9 sqm) Type - IV etc., complete complying with standard specifications and as directed by SIPCOT Officers.

Digitally Printed Retro-Reflectorized Overhead Cantilever Gantry Informatory Sign Board : Providing and fixing of Digitally Printed Retro-Reflectorized Overhead Cantilever Gantry Informatory Sign Board made out of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTM D4956- 09 Printed using Latex Printer for traffic color logos/ text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates, fixed over 2mm thick aluminum sheet with back supporting frame of size 50mm x 50mm x 6mm MS angle and supported on a vertical post of 300 NB (Nominal Bore) MS pipe of 12 mm thick with a ground clearance of 6meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20 mm thick support posts. The sign board should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed substructure and foundation with Reinforced Cement Concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80m x 1.80m x 0.30m) with Fe 500 steel over Plain Cement Concrete M15 grade levelling course of 100 mm thick. The minimum depth of foundation shall not be less than 2.00m. 1 number of MS Base plate of size 1200mm x 1200mm x 25mm with Anchor bolts of 25mm dia and 1000mm length, 2 numbers of MS Top plates of size 900mm x 2100mm x 16mm with suitable bolts, nuts and washers, suitable numbers of MS stiffener plates of 8mm thick are to be used to hold the sign board at the bottom and top respectively including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges and fixing the overhead cantilever sign board in position, etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authority and as directed by the Engineer-in-charge. The micro prismatic grade retro-reflector sheet should have minimum co-efficient of Retro-reflection values as per Table 6.9 of IRC 67¬2012. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance as per IRC 67-2012 and a certified copy of 3 years outdoor exposure report shall be obtained. The warranty shall be inclusive of digitally printed logos/text/legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification No.801). The Latex printer used for digital printing should be used with inks of low VOC emissions and should have green guard, eco logo certificates as per UL 2801 standards.

Digitally Printed Retro-Reflectorized Overhead Cantilever Gantry Informatory Sign Board of size 5.00m x 1.80m

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

Added GST of 18%