Formation of approach road from 253-0-NH-38, Construction of RCC Box Culvert and Providing Street Light arrangements at SIPCOT Industrial Park, Eraiyur

Amount

Road Work (Part-A)

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 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.

Earth work excavation for cutting work in SDR ( Not requiring blasting )and deposting the same to the road side as directed by Engineer in charge etc., complete complying with standard specification and as directed by SIPCOT Officers.

Forming embankment using carted earth (20 km internal lead) having CBR value not less than 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 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 using carted earthat 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 using carted earth 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 95-100 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. V etc., complete complying with standard specification and as directed by SIPCOT Officers (Grade I)

Providing and laying to 50 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. V 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 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-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., 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 specification and as directed by SIPCOT Officers. (Grade II).

Providing Centre Median of 1.20 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 580 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 standard specification and as directed by the SIPCOT Officers.

Providing Cast - in - situ Barrier type Kerbs having bottom width of 165 mm and top width of 115 mm and to a height of 585 mm size (with 20 mm chamfered edges at top ) on both sides with Vibrated cement concrete of M 20 using 20 mm ISS metal 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 and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc, complete. for Centre Median & Traffic Island.

Construction of Cell Box Culverts at Ch 0+020, 0+450, 0+925, 1+335, 1+825 (Part B)

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 eetc., complete complying with standard specification and as directed by SIPCOT Officers for dressing the bed up to sill level .

Earthwork excavation in SDR ( not 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 (1:4:8) 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 foundation for CELL BOX.

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.

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.

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 Retaimning Wall at Ch 925 (Part C).

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 1:2:4 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 & Below sill.

Vibrated Reinforced cement concrete of grade M30(Design Mix) using graded 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 Retaining Wall.

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.

Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position 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.

Providing Street Lights Arrangements For Approach Roads (PART D)

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 114.3m 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. Double collar etc., complete complying with standard specification 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, CRI>70 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)

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 specifications 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 - 1/2 " 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 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 circuitr. Model: PSV4/12.5/400TT (3 phase power network) etc., complete complying with standard specifications and as directed by SIPCOT

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 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 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 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 pope trailing cable connector integral power tool motro. 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. providing foundation arrangements to the minimast lights including Eatrh work excavation PCC:1:4:8, RCC:1:1/2:3, Steel fabrication ect., complete complying with standard specifications and as directed by SIPCOT Officers.

Providing Lane Marking, Road Studs and Road Safety Measures at Km 0/0-1/846 of Approach 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 . 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 +/- 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 then 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 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 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 of Type XI standards of IRC67 - 2012 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 Gantry Informatory Sign Board of Size 28.00 m x 1.80 m

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%

M/s.KRMS CONSTRUCTIONS