State Industries Promotion Corporation Of Tamil Nadu Limited Tender

Forming embankment using excavated earth the complete with a lead of 10 km having CBR value not less then 8% 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 as per MORTH standard specification for road embankment (Forming Embankment at 95% Compaction) and as directed by SIPCOT officials. Cut earth from box cutting (only compaction)

Forming embankment using excavated earth the complete with a lead of 10 km having CBR value not less then 8% 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 as per MORTH standard specification for road embankment (Forming Embankment at 95% Compaction) and as directed by SIPCOT officials

Cut earth from box cutting (only compaction)

Earth with 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 and as directed by the 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 and as directed by SIPCOT Officers.

Providing and laying Prime coat over wet mix macadam surface using 7.00 Kg bitumen emulsion (SS1) 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 as per clause 502 of MORT & H specifications and as directed by SIPCOT Officers.

Providing and laying Tack coat over treated wet mix macadam surface using 2.50 Kg bitumen emulsion (RS1) 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 as per clause 503 of MORT & H specifications and as directed by SIPCOT Officers

Providing and laying to 90mm 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 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 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 asper specification using CMP as per clause 505 MORTH REV. V Specification and as per directed SIPCOT Officers.

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, 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., 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/Pneumatic road roller , and all other tools and plants requried, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 OF MORTH REV. specification and as directed by SIPCOT Officer.

(Part - B) Construction of Culvert, Drain and Retaining wall.

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 for dressing the bed up to sill level and as directed by SIPCOT officers.

Vibrated Cement concrete in M 15 using 40mm ISS HBG 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 M25 (1:1 1/2:3) using ISS graded HBG metal (20mm & 12mm) 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.

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, hoisting and placing the reinforcement in position before concreting, including overlapping to the required length whenever necessary, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete complying with standard specifications and as directed by "SIPCOT" officers

Vibrated Cement concrete in CC M 20 using 40mm ISS HBG stone Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working depths, tools and plants and other incidental charges, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete complying with standard specification and as directed by SIPCOT officers. For Wing walls & Parapet wall.

Providing and Laying of PVC Pipe of Dia 100 mm (4Kg/cm2) for draining storm water at 1m interval including cost and conveyance of materials and labour charges as per standard specification

(Part C) Providing Road Furniture

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising GLass Beads on Bituminous surface: Providing and laying of Road marking with hot applied Thermo plastic compound 2.5 mm thick including refletorising glass beads @ 250 gms per Sq.m. area, thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORTH Specification No. 803 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 methercrylate/ABS moulded body conbfirming 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 relective area of 13 sq.cm on each side and slope to the basec shall be 35 + //- 5 degree. Each reflector shall have a CIL not less than values specified in table 2 of said MORT &H circular. The strength of detachment of the integrated cylindrical Shanks, ( of diameter not less than 19 +/- 2mm and height not lewss 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 enginer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35- guidelines and MORT&H specification 804 etc.,, complete and as directed by SIPCOT officers.

SAFETY, CAUTION AND MANDATORY SIGN BOARDS : Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV 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 25mmx25mmx 3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a 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 45cmX45cmxX60cm 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 . ( as per | MORT&H Specification No.801) as directed by the SIPCOT Officers.

60 Cm Circular

90 Cm Equilateral Triangle

80x60 Cm Rectangular

Direction and Place Identification Signs - Type - IV: Providing and erecting Direction and Place Identification Retro - reflectorised Signs made out of High Intensity Prismatic Grade Sheeting conforming to Type -IV 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. 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 warrantee 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 sign having area more than 0.9 sqm) Type - IV etc., complete complying with standard specifications and as directed by SIPCOT officers.

Providing and erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV 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 25mmx25mmx 3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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 45cmX45cmxX60cm 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 . ( as per | MORT&H Specification No.801) as directed by the SIPCOT Officers.

(Part D) Providing Street Light arrangement.

Supply, delivery and erection of 10 metre height Hot Dip Galvanized Octogonal Poles with 175 mm bottom A/F & 70 mm top A/F made up of 3 mm thick HT sheet along with base plate of size 275 x 275 x 16 mm along with 1000 mm long Single arm braket 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. (As per drawing enclosed herewith)

Supply, installation, testing and commissioning of following capacity of 120 Watts LED street lights (Make like Heavells, crompton, Bajaj , Philips or equivalent) consisting of separate optical and control gear, having IP 65 or better rating, enclosure made of pressure die casting aluminum having toughned glass, Input voltage range of 90 to 270 V AC and Input frequency range of 47 to 63 HZ, PF 0.9 (lag), external surge protection up to 10 K.V. It shall have CRI 70 and color temperature range between 3000 - 6000 deg K.LED chips shall be high power 1 W CREE/ NICHIA OR equivalent having efficiency of not less than 100 lumens / watt and junction temp. not exceeding 85 Deg celsius with life of 50000 hours having warranty not less than 5 years. LEDs should be arranged in combination of series and parallel connections: power electronic circuits shall have protection for short circuit , over voltage, over current and over temperature. Thickness of the fixtures not to exceed 70mm, weight shall not exceed 8 kg etc., the fixtures shall be conforming to Indian standards or International standards CE / UL etc., and all materials used in manufacture shall be RoHS compliant etc., complete and as directed by SIPCOT Officers.

Providing foundation arrangements to the street light poles 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 stone dust for foundation concrete of street light poles laid in layers not exceeding 10cm thick including dewatering wherever necessary well rammed, consolidated etc. complete complying including cost and conveyance of all materials and labour to work site etc., complete standard specifications and as directed by "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 certificate to be produced before using it at site)

Fabrication, supply, installation, of out -door street lighting service pillar box of size 900 mm x 900 mm x 300 mm made by 16 SWG sheet steel metal fitted with required size of wooden plank board, 1 No. 100 Amps main switch, 3 Nos. of 100A fuse unit, suitable copper bus bars for neutral line, etc., complete. The pillar box fabricated with front double door arrangements with locking facility painted with one coat of primer and 2 coats of aluminium finish. The pillar to be erected with suitable angle iron frame pedestal with concrete grouting etc. complete including cost and conveyance of all materials and labour including pedestal concrete and angle iron frame pedestal etc., complete and as directed by SIPCOT Officers.

Fabrication, supply and installation of TNEB Power distribution pillar box outdoor type of size 1250 mm x 900 mm x 300 mm made out of 16 SWG MS sheet steel with lockable door, with 1 No. 100 A TPN rewirable fuse switch and 32 A 4 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 230 V Coil and 1 No. of 24 Hours Timer of L & T make or equivalent with its contorl 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 etc. including cost and conveyance of all materials and labour including pedestal concrete and angle iron frame pedestal etc. complete and as directed by SIPCOT Officials.

Supply and installation of cabinet type class 1 & 2 combined model SPD to arrest surges and overvoltages 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)

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

4 Core x 16 Sq.mm. PVC Armoured LT UG Aluminium Cable

Supply, laying, jointing and testing of 2 core x 1.50 sq.mm PVC insulated SC unsheathed Cu.cable conductor cable of 1100 V grade with necessary jointing materials etc., complete including cost and conveyance of cable and labour charges for laying the cable etc. complete complying with appropriate specification / standards and as directed by SIPCOT Officers etc. complete.

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 as per PWD SED item No. 233 and as directed by SIPCOT Officers.

Coil earth to street light poles with 8 SWG GI wire of 11.50 mtrs. Of length in which 10 mtrs of total length compressed in to a coil of one metre length connected suitable with hexagonal earth bolt of size 8 mm x in to 25 mm welded on the pole at one end with a coil position fixed on the earth etc., complete as per standard specification.

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

Supply, delivery and laying of 50 mm OD - 4 Kg/cm2 PVC Rigid Pipes including cost and laying charges into Pole pillars for connecting cable into Poles etc., complete as directed by SIPCOT Officers.

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

Added GST of 18%