Operation and Maintenance including Incident Management for a period of one year from Km 2/750 to Km 136/543 of Two laning with paved shoulder of Dindigul-Theni-Kumili section of NH-183 in the State of Tamil Nadu on Item Rate Basis

NATIONAL HIGHWAYS AUTHORITY OF INDIA, MADURAI REGION

Operation and Maintenance including Incident Management for a period of one year from Km 2.750 to Km 136.543 of Two laning with paved shoulder of Dindigul-Theni-Kumili section of NH-183 (Old NH-45E & 220) in the State of Tamil Nadu on Item Rate Basis

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1 Operation and Maintenance including Incident Management for a period of one year from Km 2.750 to Km 136.543 of Two laning with paved shoulder of Dindigul-Theni-Kumili section of NH-183 (Old NH-45E & 220) in the State of Tamil Nadu on Item Rate Basis 145,017,005 0 Above

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NATIONAL HIGHWAYS AUTHORITY OF INDIA

Operation and Maintenance including Incident Management for a period of one year from Km 2.750 to Km 136.543 of Two laning with paved shoulder of Dindigul-Theni-Kumili section of NH-183 (Old NH-45E & 220) in the State of Tamil Nadu on Item Rate Basis

Bill of Quantities

SI NO S. No. Items Description Unit Quantity Rate (Rs.) Amount (Rs.)

1 ORDINARY REPAIR WORKS

1.1 Clearing road side/pucca drains to bring them original shape , drainage capacity including disposal of sediments , extraneous debris & vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respect as directed by the engineer in charge and as per road maintenance standard clause no .6.1.20 & 6.7 of SP 95-2011

a) RCC Drain having cross sectional area 1.50 sqm Rm 12616.00 46.50 586,644

b) RCC Drain having cross section area 2.25 sqm Rm 450.00 69.80 31,410

1.2 Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) Rm 6900.00 85.00 586,500

1.3 Clearing Bridges, slab/box type culverts and pipe culverts including clearing, cleaning and reshaping of upstream and downstream faces of those culverts with in the ROW. The Job includes disposal of excess material recovered site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintanence Standard clause no.6.5 & 6.6 of SP 95-2011.

b) Slab/Box type culverts/Pipe culvert Nos 371.00 2,089.50 775,205

1.4 Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. Cum 1672.41 366.00 612,103

1.5 Milling the Existing BT surface as per Clause 6.1 of IRC:120-2015 sqm 21890.00 100.00 2,189,000

1.6 Providing and applying tack coat with Emulsion bitumen (RS1) using pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom conforming to specifications of clause 503 of MORTH,Rev.V sqm 21890.00 26.00 569,140

1.7 Providing and laying bituminous concrete with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 5.4 to 5.6% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 509 of MORT & H specifications complete in all respects. Cum 1094.50 18,519.00 20,269,046

Sub-Total - 1 25,857,685

2 CLEANING OF CARRIAGEWAY & REMOVAL OF RANK VEGITATION

2.1 Carrying out proper cleaning and removing of dust/silt/trash/plastic/rubbish/garbage/waste from the main carriageway (total width of carriageway LHS+RHS) by mechanical/manual means and Garbages/bushes/vegetations from earthen shoulders and median by manually and disposing of the waste material at a suitable place outside ROW as directed by the Engineer and as per road maintenance Standard clause no.6.1.21,6.2,6.3,6.4 of IRC-SP 95-2011. The job includes cleaning of expansion joints, water spouts, vent holes, road studs and delineators also. (Every month for 1 year) Km 1605.52 4,485.30 7,201,221

2.2 Removal of rank vegetation /weeds and undesirable vegetations from embankment slopes up to ROW (both side) complete in all respect including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer in charge and as per road maintenance Standard clause no.6.14 of IRC-SP 95-2011. Sqm 3242708.00 6.89 22,342,258

2.3 Clearing and grubbing road land by manually including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Removal of rank vegetation by manual in Ghat Section) Sqm 11040.00 12.26 135,317

Sub-Total - 2 29,678,796

3 ROAD PROPERTY MANAGEMENT AND OTHER MAINTENANCE

3.1 Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). Sqm 31501.52 143.30 4,514,168

3.2 Providing, painting, lettering and fixing of distant measurement stones including dismantling of old damaged/broken ones confirming to MORTH Rev.V technical specification and IRC:SP-73 - 2018,IRC:SP:95-2011 Clause 6.10, IRC:8 & IRC:26

a) Hectometers stone Nos 60.00 942.00 56,520

c) 5th Km. stone Nos 5.00 5,629.30 28,147

Sub-Total - 3 4,668,403

4 TRAFIC SAFETY ITEMS, DELNEATORS, ETC

4.1 Supplying and erecting red /yellow unbreakable polycarbonate body Solar Blinker 300mm dia. LED lamp confirming to IRC:93 and IS:7537. It shall have Light Emitting Diode (LED) - Hi Bright technology (Compliant to EN12368 or equivalent BIS standard). The Signal Switching shall be Solid State, with Opto-isolation. The Automatic operation mode shall have functional flashing rate available at 50% Duty Cycle 50 or 60 Flashes/minutes. The Electrical Power Supply shall be solar based 12 VDC operating at Ambient Temperature 0 to 55°C. The solar power system shall have in-built charge Controller - Low/High cut out, Solar SPV Module 60 Watts, Maintenance Free Battery (60AH) (having back up for operating blinker for 72 Hrs in absence of Sun or during rainy or foggy days. The Solar System shall be housed in a weatherproof pole mounting cabinet with clamp and mounting accessories. The Solar Blinker shall be supported on Gl circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239, 3m above the Finish Road level. Gl circular pipe shall be firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60, 60 cm below ground level as per approved drawing. Alternate white and yellow bands (Minimum four bands) of Type XI retro-reflective sheeting shall be pasted @ 0.5m c/c starting from a height of 0.5 m above the finish road level. Nos 63.00 28,342.75 1,785,593

4.2 Road Delineators: Supplying and Installation of delineators (road way indicators, hazard markers, object markers) confirming to IRC 79, 80 to 90 cm high above ground level with about 200 to 300mm base which can be anchored on to the ground. The delineator shall have an ellipsoidal or circular shape made of mild steel with pure polyester powder coating with minimum thickness of powder coating of not less than 40 micron. The delineator shall have minimum three reflective sheeting bands of 150mm height confirming to Type XI sheeting specifications as per IRC 67. Nos 234.00 1,270.00 297,180

4.3 Providing and fixing of Reflective Pavement Markers (RRPM), i.e. road No. studs shall be prismatic retro-reflective type conforming to ASTM D-4280. The Plastic body of RPM/road stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS). The marker height shall not be less than 10mm and shall not exceed 20mm and its width shall not exceed 130mm. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methecrylate conforming to ASTM D 788 or equivalent. The optical performance of road studs shall be confirming to clause 804.4 of MORTH specifications. Nos 25335.00 232.00 5,877,720

4.4 Solar Powered Road marker (Solar Stud): Supplying and installation of Solar Raised Pavement Markers made of polycarbonate moulded body with circular shape, solar powered, LED self-illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. Its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 Category 2 for protection against water ingress. Colour of lighting could be provided in red or yellow (amber) or green or blue or combination as per requirement. It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. It should be able to give the prescribed performance in the temperature range of -40°C to +55°C. Its life shall be not less than 3 years. The full charge should provide for a minimum autonomy of 50 hours operation. The height, width and length of the marker shall not be less than 10mm x 100mm x 100mm. Also the surface diameter of the marker shall not be less than 100mm respectively. The weight of marker shall not exceed 0.5 kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer Nos 500.00 1,980.20 990,100

4.5 Provide and fixing Tubular markers 700 mm ht (mini.) and having minimum dia. of 75mm. Tubular Marker shall be made up of polyur ethane and flexible in nature. The tubular marker shall be confirming to IRC SP 55, to divide opposing lanes traffic, or to divided vehicular traffic lanes when two or more lanes of moving vehicular traffic are kept operating in the same direction, and to delineate the edge of a pavement drop-off where space limitations do not allow the use of larger devices. A tubular marker shall be attached to the pavement such as to display the minimum 50mm width of 2 no. reflective bands to the approaching road users. The reflective bands shall be provided with white colour retro reflective sheeting Type XI as per IRC: 67 Nos 1950.00 850.00 1,657,500

4.6 Providing and fixing retro-reflective stickers (Type-XI grade) of size 10 cmx 5cm on MBCBs and on Guard stones as per MORTH Cl no.801 and as per approval of Engineer in charge Nos 14840.00 20.00 296,800

4.7 Supply and fixing of RCC Guard post of size1.20 x0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete. Nos 1484.00 1,220.22 1,810,806

4.8 Providing fixing of Rigid 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. Nos 1000.00 287.00 287,000

4.9 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per clause 801 of MoRTH Specifications for Roads & Bridge Works and IRC : 67 (2022) made of class -C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The retro - reflective sheeting shall have manufacturer logo, watermark and lot number on the sheet. A QR (Bar) code shall also be placed on the backside of the sign board with an indelible ink. For signs above 600mm size, retro reflective sheet shall be fixed over 2 mm thick aluminium sheeting vide or 4mm thick Aluminium composite material sheet vide clause 801 of MoRTH Specifications for Roads & Brdige Works. For signs above 600mm sizes, sign shall be fixed over back support frame of minimum 35 x 35x 3 mm angle Frame. For signs above 600mm size, Signs shall be supported on Gl circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239. Retro-Reflective sheet shall be fixed on Substrate with Pressure Sensitive Adhesive. The Substrate shall be firmly riveted on Angle Frame @ 200mm spacing with Aluminium Pop rivets using Pneumatic Guns. The Angle frame shall be firmly fixed with high strength bolts, washers nuts conforming to IS1364 and IS 1367 on Sign Support Pole. Sign Supports shall be firmly fixed to the ground by drawling. All Components of signs and supports including Angle Frame, Bolts, Nuts, Washers, etc. other than the reflective portion shall be galvanized by hot dip process (Zinc coated, 0.55 kg/sqm; minimum single spot) unless otherwise specified. All galvanizing shall be done after fabrication. Alternate white and yellow bands measuring 50 mm long retro-reflective sheeting shall be pasted around Gl posts which help in ensuring the visibility/Presence of poles during night time even if the sign boards are stolen or totally vandalized. Minimum four bands of such retro-reflective sheeting shall be pasted starting from a height of 0.5 m above the finish road level. The messages (legends, letters, numerals, etc.) and borders as per clause 6.8 of IRC 67 shall be digitally printed. Finished Signs shall have an Ultra Violet (UV) protective clear overlay applied to the entire face of the signs supplied by reflective sheet manufacturer. The agency shall submit 10 years warranty for satisfactory field performance for type XI retro reflective sheeting from the retro-reflective sheet manufacturer confirming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of test reports from an Government laboratory/ Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering for the retro reflective sheeting. The Agency shall submit the sign convertor (manufacturer) name with details of essential equipment available with convertor in his fabrication shop such as digital printer, cutter, plotter, laminator, Galvanizing plant, etc. The Agency shall submit road sign installation drawing in 'Kmz' file for approval before installation and after installation submit geo-tagging of all road signs with its installation photos and date of installation and other details as mentioned in IRC 67 annexure VII, complete in all respects. The sign supports and its foundation details are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards.

a) Hazard Markers Nos 164.00 4,000.00 656,000

b) 900mm Tiangle Side road sign Nos 24.00 8,904.00 213,696

c) 900 mm Triangl Curve /Pedestrian crossing Nos 33.00 8,904.00 293,832

d) Bus stop sign board Nos 5.00 7,599.00 37,995

e) 600 mm dia. Speed limit board Nos 28.00 7,715.00 216,020

f) 900 mm Triangle School Zone sign board Nos 5.00 8,904.00 44,520

g) 600X450mm Rect. Chevron sign board Nos 58.00 5,970.00 346,260

h) 900mm Octogonal Stop board Nos 36.00 11,700.00 421,200

i) 900 mm Triangle Speed breaker board Nos 19.00 8,904.00 169,176

j) 600mm dia. No over taking/restricted sign board Nos 5.00 7,715.00 38,575

k) 600mm dia. Compulsory keep left sign Nos 12.00 7,715.00 92,580

4.10 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per clause 801 of MoRTH Specifications for Roads & Bridge Works and IRC : 67 (2022) made of class -C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The retro - reflective sheeting shall have manufacturer logo, watermark and lot number on the sheet. A QR (Bar) code shall also be placed on the backside of the sign board with an indelible ink. For signs above 600mm size, retro reflective sheet shall be fixed over 2 mm thick aluminium sheeting vide or 4mm thick Aluminium composite material sheet vide clause 801 of MoRTH Specifications for Roads & Brdige Works. For signs above 600mm sizes, sign shall be fixed over back support frame of minimum 35 x 35x 3 mm angle Frame. For signs above 600mm size, Signs shall be supported on Gl circular pipe 80 NB, 3.2 mm thickness confirming to IS 1239. Retro-Reflective sheet shall be fixed on Substrate with Pressure Sensitive Adhesive. The Substrate shall be firmly riveted on Angle Frame @ 200mm spacing with Aluminium Pop rivets using Pneumatic Guns. The Angle frame shall be firmly fixed with high strength bolts, washers nuts conforming to IS1364 and IS 1367 on Sign Support Pole. Sign Supports shall be firmly fixed to the ground by drawling. All Components of signs and supports including Angle Frame, Bolts, Nuts, Washers, etc. other than the reflective portion shall be galvanized by hot dip process (Zinc coated, 0.55 kg/sqm; minimum single spot) unless otherwise specified. All galvanizing shall be done after fabrication. Alternate white and yellow bands measuring 50 mm long retro-reflective sheeting shall be pasted around Gl posts which help in ensuring the visibility/Presence of poles during night time even if the sign boards are stolen or totally vandalized. Minimum four bands of such retro-reflective sheeting shall be pasted starting from a height of 0.5 m above the finish road level. The messages (legends, letters, numerals, etc.) and borders as per clause 6.8 of IRC 67 shall be digitally printed. Finished Signs shall have an Ultra Violet (UV) protective clear overlay applied to the entire face of the signs supplied by reflective sheet manufacturer. The agency shall submit 10 years warranty for satisfactory field performance for type XI retro reflective sheeting from the retro-reflective sheet manufacturer confirming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of test reports from an Government laboratory/ Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering for the retro reflective sheeting. The Agency shall submit the sign convertor (manufacturer) name with details of essential equipment available with convertor in his fabrication shop such as digital printer, cutter, plotter, laminator, Galvanizing plant, etc. The Agency shall submit road sign installation drawing in 'Kmz' file for approval before installation and after installation submit geo-tagging of all road signs with its installation photos and date of installation and other details as mentioned in IRC 67 annexure VII, complete in all respects. The sign supports and its foundation details are indicative. These may be increased for areas having higher wind velocities like in coastal areas. This is applicable to all road signs and directions boards. 0

a) Information sign board 0.90 sqm Sqm 30.00 14,221.00 426,630

b) Information sign board more than 0.90 sqm Sqm 30.00 14,529.00 435,870

4.11 Providing and marking of hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250 gms/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes complete in all respect. The job includes marking of center line, shoulder line, edge line, zebra crossing marking, arrows and dashes marking at the junction as per technical specification clause 803.4 complete in all respect an as per approval of Engineer in Charge.2 years pre qualification warranty for field performance shall be submitted by the contractor for technical qualification in the tender. Sqm 27126.53 589.25 15,984,310

4.12 80 cm round convex mirror including cost of stand, labour charges for fixing etc., complete as per satandard specification. Nos 37.00 6,527.00 241,499

4.13 Repairing work (Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m 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 700 mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge.) Rm. 1000.00 4,696.00 4,696,000

Sub-Total - 4 37,316,863

5 INCIDENT MANAGEMENT

5.1 Removing all types of broken down/vehicles which have met with accidents from the carriageway and doing the same to proper locations i.e. nearest police station or some suitable location by using 20 tonnes or more capacity pick and carry crane with necessary equipments, as per IRC: SP: 73-2018 Clause 12.13 and as per other applicable clause agreement. It shall also be fitted with a GPS based vehicle tracking system to monitor its movement on 24 hrs. x 7 days of a week basis for 1 vehicle. Also submission of accident/breakdown reports and photos. [Payment shall be released as per actual staff deployed and running kilometer of the vehicle based on VTS report. Amount to be calculated based on attached rate analysis with quoted premium/discount]. Month 24.00 306,212.00 7,349,088

5.2 Providing by route patrol vehicle as per IRC: SP: 73-2018, Clause 12.11 and NHAI/Policy Guidelines/Road safety/2024 Policy circular No. 12.36/2024 dated 12th December 2024 and also as per other applicable clause in agreement. The patrol shall promptly clear the road of any obstruction take time to be cleared, the section shall be cordoned off by placing traffic cones, it shall be illuminated during night. Also removing the dead animals from highway. It shall also be fitted with GPS based vehicle tracking system to monitor its movement on 24hrsx7days of a week basis for one vehicle. vechicle shall be enough space to carry essential traffic and incidence management and safety tools. [Payment shall be released as per actual staff deployed and running kilometer of the vehicle based on VTS report. Amount to be calculated based on attached rate analysis with quoted premium/discount]. Month 24.00 400,982.00 9,623,568

Sub-Total - 5 16,972,656

6 MISCELLANEOUS

6.1 Removal of unauthorized boards with in ROW and stacking etc. complete in all respect including transportation from site to the nearest store /suitable location as per direction of Engineer in charge No's 1500.00 184.22 276,330

6.2 Providing and laying of plain cement concrete M-15 grade in foundation, levelling course etc. Including centering and shuttering all complete as per drawings and technical specification (part I/II) Section 1500 & 1700 and as directed by the engineer.(To attend the repair of parapet walls and other structural works etc.) cum 100.00 6,588.00 658,800

6.3 Providing following equipment’s in running condition on hire basis including running and maintenance charges as per instructions of the Engineer including P.O.L complete as per specification. (Rate for net working hours at site). 0

a) Tipper 6 Cum capacity Per hour 1000.00 564.26 564,256

c) Pump Per hour 100.00 211.12 21,112

d) Tractor with trolley Per hour 100.00 660.35 66,035

6.4 Providing and supply of following manpower for misc. Work as when required basis as per instruction of the Engineer.(Unskilled Labour each day) Nos 720.00 863.63 621,815

6.5 Repairing of existing LED solar blinkers ,replacement of battery with charging unit ,replacement of LED bulps and solar panels for each blinker as directed by the Engineer. Nos 140.00 10,000.00 1,400,000

6.6 Providing and erecting a high mast pole lighting with 16 m high hot dip galvanised mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings Nos 13.00 475,290.00 6,178,770

6.7 Repair and Maintenance of High Mast light including light, cable, choack,Timer, panal box replacement and locking arrangements for 12 months Nos 56.00 10,000.00 560,000

6.8 Providing and repairing Solar powered Street lights with 50W LED Light mounted on a 9M Galvanised Octagonal Pole which is Equipped with Built in Battery, Electronics and Solar Panel Nos 29.00 10,000.00 290,000

6.9 Providing Solar powered Street lights with 50W LED Light mounted on a 9M Galvanised Octagonal Pole which is Equipped with Built in Battery, Electronics and Solar Panel Inclusive of 12 Month warrenty Nos 230.00 80,000.00 18,400,000

6.1 Reinforced Cement concrete M 25 in foundation with crushed stone aggregates 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days cum 25.00 8,459.00 211,475

6.11 Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and techincal specificaion (For rectification of Drain slab damage) MT 3.00 75,603.00 226,809

Sub-Total - 6 30,522,602

Grand Total (Sub-Total 1+2+3+4+5+6) 145,017,005