Improvements of Junction at Km No. 1.40 on Nippani Kottalagi (SH-72) Road (Parvati Corner) in Nippani Taluka Belagavi District under the H/A 5054 SH Improvements.

Improvements of Junction at Km No. 1.40 on Nippani Kottalagi (SH-72) Road (Parvati Corner) in Nippani Taluka Belagavi District

Sl no Items Unit Milestone -1 Quantity Milestone -2 Quantity Milestone -3 Quantity Total Quantity Rate in Rs. Amount for Mile Stone 1 in Rs Amount for Mile Stone 2 in Rs Amount for Mile Stone 3 in Rs Total Amount in Rs Qty Rate

Road Work Sl No Description Unit Qty

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle 100 m2 0 0 70824.6

Removal of stumps and roots including backfilling with suitable material to required compaction - Girth from 600 mm to 900 mm. Ref to MoRT&H : IRC - 201 each 0 0 70826.6

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref to MoRT&H : IRC - 305.4.3 m² 0 0 70827.6

Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m³ 0 0 70828.6

Compacting Original Ground - Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Ref to MoRT&H : IRC - 305.3.4 m³ 0 0 70829.6

Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³) m³ 0 0 70830.6

Granular Sub-Base - Plant Mix Method - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 0 0 70831.6

Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 0 0 70832.6

Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 0 0 70833.6

Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 0 0 70834.6

Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505 m³ 0 0 70835.6

Tack coat on Bituminous surface - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 0 0 70836.6

Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507 m³ 0 0 70837.6

Paver & Island Sl No Description Unit Qty

Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 m² 0 0 70839.6

Concrete Works - Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. m 0 0 70840.6

Kerb Stones - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) - 300 x 300 x 150 mm size m 0 0 70841.6

Construction of Median and Island with Soil Taken from Borrow Areas - Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408. Ref to MoRT&H : IRC - 408 m³ 0 0 70842.6

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0 70843.6

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0 70844.6

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0 70845.6

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0 70846.6

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0 70847.6

Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 0 0 70848.6

Providing Brick work with common burnt clay Non Modular bricks of clasS designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m³ 0 0 70849.6

Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m² 0 0 70850.6

Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2 m² 0 0 70851.6

Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. m² 0 0 70852.6

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 0 0 70853.6

RCC Drain Sl No Description Unit Qty

Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Lime /Cement Concrete - By Mechanical Means - Prestressed / RCC grade M-20 & above m³ 0 0 70855.6

Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth m³ 0 0 70855.6

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0 70856.6

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0 0 70857.6

Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 0 0 70858.6

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref to MoRT&H : IRC - 2706 & 2200 m 0 0 70859.6

Manual Means - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications m³ 0 0 70860.6

Road Signages Sl No Description Unit Qty

Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 90 cm equilateral triangle each 0 0

Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 90 cm high octagon. Ref to MoRT&H : IRC - 801 each 0 0

Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 60 cm circular. Ref to MoRT&H : IRC - 801 each 0 0

Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 m² 0 0

Direction and Place Identification Signs with size more than 0.9 m2 size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 m² 0 0

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 m² 0 0

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 No. 0 0

Rumble Strips - Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. m² 0 0

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. Ref to MoRT&H : IRC - 803 m² 0 0

Electrification Sl No Description Unit Qty

Fabricating supplying and mounting MS box made out SWG suitable for floor wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete, 16SWG Sq CM 0 0

Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood panel board., 63 A 4 pole (KPWD Elec SR - 2023-24 - Page No.18, Item No. -5.20.10) Each 0 0

Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts,nuts and washers etc.,.) 3-120sec setting. Each 0 0

Supplying .amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolici FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. (49/6.39) - 100Amps 4x30x6mm Aluminum Strips Mtr 0 0

Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. 100 A 25 kA.(KPWD Elec SR - 2023-24 - Page No.17, Item No. -5.15.1 ) Each 0 0

Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. (KPWD Elec SR - 2023-24 - Page No.19, Item No. - 5.38 ) Each 0 0

Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired. (KPWD Elec SR - 2023-24 - Page No.19, Item No. - 5.31 ) Each 0 0

Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers., 100 A (KPWD Elec SR - 2023-24 - Page No.14, Item No. -5.7.4) Each 0 0

Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010. 4C x 1.5 mm2 (PWD SR Electrical -2023-24 Part-III pg.no-6, Item -2.5.3) Mtr 0 0

Fabricating, supplying and erection of . ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top. mm with 3 mm thick, suitable base plate and 4Nos of . long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 9 m - Top 70 mm and Bottom 155 mm dia (KPWD Elec SR - 2023-24 - Page No.11, Item No. -4.2.,vol-06) Each 0 0

Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage Overload, short circuit miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABLCPRI & any Government certified agency & Design & Development facility certified by ISO 9001 2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part. Warranty of 2 Years against any manufacturing defect.LED Streetlight 120 Each 0 0

Supplying and fixing of Modular MCB Devices (Tripper)With Breaking capacity of 6kA., 16 - 32 A TP Each 0 0

Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Single Arm Bracket with 1000 mm Standard 40/50 mm dia, (KPWD Elec SR - 2023-24 -Page No.13, Item No. -4.6.3,vol-06) Each 0 0

Fabricating, supplying and erection of . ms long hot dip Galvanized Conical hot dip Pole with BSEN10025 grade S355JO steel plate for shaft, IS2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per specifications suitable to withstand the wind speed of 47m/s for . m Pole in single section and single joint welded as per IS 9595/IS10178AW Shaving dimensions bottom.mm, top .mm with 3mm thick, suitable base plate and 4Nos of.long J bolts along with template and the Pole shall be hotdip galvanized in single dipping with not less than 65micron as perASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended., 5 m - Top 75 mm and Bottom 125 mm dia, (KPWD Elec SR - 2023-24 - Page No.12, Item No. - 4.4.3,vol-06 Each 0 0

Supply of LED pole mounting type post top lantern with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising ofantiglare clear diffuser with Injection moulded polycarbonate clear glass material, delivering superior light output Rated life Burning Hrs50000hr@Lumen Maintenance of 70, CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08.PowerFactor0.9 with mains, SurgeProtection-Min5KV along with Over voltage/Overload, short circuit/miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS10322/1EC60598, LM79&LM80 Adherence with RoHS UL approved MCPCBLED Efficiency 1301 m/w, nominal CRI 75.Luminaire manufacturer should have in-house facility accredited byNABL/CPRI &any Government certified agency&Design&Development facility certifiedby ISO9001:2008.Housingwith supplier word mark /name shall beEngraved Embossing on the diecast housing/Body part Warranty of 2Years against an manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source.LED Post Top Lantern with 35/40 W Each 0 0

Fabrication, Supplying, Erection, Testing and Commissioning of Mtrs long polygon high mast with Single Multiple telescopic sections having, (minimum overlap distance of 1.5 times of top section) thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement. The mast shall have manual power tool (Suitable reversible 15 Sl. No. Description Unit Rate Rs. Ps. geared motor operating on 230 415V, 50Hz, shall be provide above 15 Mtrs mast) The mast shall have lantern of 2 segments, suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. (excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia (KPWD Elec SR - 2023-24 - Page No-13, Item No-4.5.1, vol-06) Each 0 0

Optical Fibre Cable (OFC) and its Accessories, HDPE/PLB Pipe 40/33 mm, ESCOMs-2023-24, Page No-30, Item No-66.05,vol-06 Km 0 0

Optical Fibre Cable (OFC) and its Accessories, HDPE/PLB Pipe 40/33 mm, ESCOMs-2023-24, Page No-30, Item No-66.05,vol-06 m 0 0

Supplying heavy gauge PVC conduit pipe.mm dia.mm thick confirming toIS2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc.,and running before concreting the slab. The conduit shouldbe tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary,PWD-2023-24, Page No-2, Item No-1.2.2,vol-6, m 0 0

Wiring for lighting power circuit using one of FRLS PVC insulated 1100V grade, multi strand copper wire with low conductor resistance singlecore in open or concealed system of wiring with specified IS 694:2010 2.5 mm, PWD-2023-24, Page No-5, Item No-2.3.3,vol-6, Each 0 0

Supplying and mounting 2Nos. of 2 Way 6A flush type switches either surface /flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as per IS 3854, PWD-2023-24, Page No-8, Item No-3.2,vol-6, Each 0 0

Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts andother equipment'son the meter board using 40mm di 2.90mm thick GI pipe 2.5m long buried in a pit .The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth.The connection from the pipe to the conduit etc.,is to be established through GI wire of size as per lSI specification 7.3.3.of IS732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 0 0

Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975, 4 core 16 sqmm Km 0 0

Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Km 0 0

RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785,BESCOM-2023-24, Page No-3, Item No-1.01,vol-06 No 0 0

11 kV Ceramic Pin Insulator (Shell only) BESCOM-2023-24, Page No-5, Item No-6.01, vol-06 No 0 0

PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards No 0 0

11 kV, Horizontal Cross Arm - Mild Steel (MS) (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018) No 0 0

LT 4 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) No 0 0

RCC Pole Clamp - MS (Dwg No. BESCOM/GM/QS&S/30 Dtd 24.11.2018) No 0 0

PSCC Pole (140 Kg WL) Clamp - MS (Dwg No. BESCOM/GM/QS&S/31 Dtd 24.11.2018 No 0 0

DISC Insulator 45 kN Porcelain No 0 0

Maintanance Work Sl No Description Unit Qty

Road Maintenance for 3rd year for road with DBM+BC as wearing Coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by cleaning cleaning, reshaping deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. Whee washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premix bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance " Km 0 0

Road Maintenance for 4th year for road with DBM+BC as wearing Coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing. cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and ikm stones White washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Road " Km 0 0

Maintenance for 5th year with DBM+BC coat as wearing Coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing cleaning, reshaping deepening of side drains Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road arid Repairs to CDs including Vent Clearance Km 0 0

Descrp Unit Qty Rate

1 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6.3 10309.25 64948.28 1 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref to MoRT&H : IRC - 305.4.3 m² 10309.25 6.3

2 Category : Vol - 1 -Chapter -I- Earth Work --- 95 99.75 860.25 85809.94 2 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth m³ 860.25 99.75

3 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 493 517.65 2556.4 1323320.46 3 Construction of Subgrade and Earthen Shoulders - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Ref to MoRT&H : IRC - 305 m³ 2556.4 517.65

4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2359 2476.95 3010.3 7456362.58 4 Granular Sub-Base - By Mix in Place Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 3010.3 2476.95

5 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2686.95 4054 10892895.3 5 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 4054 2686.95

6 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 41 43.05 17195 740244.75 6 Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 17195 43.05

7 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 15 15.75 1375 21656.25 7 Tack coat on Granular surface treated with primer - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 1375 15.75

8 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12 12.6 17195 216657 8 Tack coat on Bituminous surface - Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 17195 12.6

9 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 9449 9921.45 929.88 9225757.93 9 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505 m³ 929.88 9921.45

10 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 10954 11501.7 557.1 6407597.07 10 Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507 m³ 557.1 11501.7

11 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 748 785.4 400 314160 11 Boundary pillar / Guard Stone - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting. Ref to MoRT&H : IRC - 807 each 400 785.4

12 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 2927 3073.35 4 12293.4 12 Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - Ordinary kilometer stone (precast). Ref to MoRT&H : IRC - 805 each 4 3073.35

13 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 842 884.1 16 14145.6 13 Kilometre Stone - Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc - 200 m stone (precast). Ref to MoRT&H : IRC - 805 each 16 884.1

14 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 3576 3754.8 8 30038.4 14 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm equilateral triangle. Ref to MoRT&H : IRC - 801 each 8 3754.8

15 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4297 4511.85 8 36094.8 15 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022 - 60 cm circular. Ref to MoRT&H : IRC - 801 each 8 4511.85

16 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9010 9460.5 3.6 34057.8 16 Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 m² 3.6 9460.5

17 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 383.25 566 216919.5 17 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 No. 566 383.25

18 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 556.5 999.24 556077.06 18 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 m² 999.24 556.5

19 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 37970 39868.5 2 79737 19 Pedestrian Crossings as per IRC 99-2018 - Providing Speed Breakers/Raised pedestrian crossings in Trapezoidal section with 2.5 m Top width and transition length of 0.8 m length and height of 0.1 m as per IRC 99:2018 using Dense Bituminous Macadam (DBM) Gr II and Bituminous Concrete (BC) Gr II for entire formation width & WBM Gr II for Shoulder hump portion only (150 mm thick), completing with road marking paint with applied thermoplastic compound with reflecting glass beeds on bituminous surface and providing 2 Nos. retro reflective traffic signs as per IRC 67 -2022 - Single lane with formation width of 5.75 m. Ref to MoRT&H : IRC - IRC 99 : 2018 No. 2 39868.5

20 Category : Vol - 1 -Chapter -I- Earth Work --- 119 124.95 2516.76 314469.16 20 Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³) m³ 2516.76 124.95

21 Category : Vol - 1 -Chapter -I- Earth Work --- 474 497.7 1323.39 658651.2 21 Manual Means - Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. m³ 1323.39 497.7

Descrp Unit Qty Rate

1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 393 404.79 21.12 8549.16 1 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer - In area of light jungle 100 m2 21.12 404.79

2 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 595 612.85 6 3677.1 2 Cutting of Trees, excluding removal of stumps and roots of trees - Girth from 300 mm to 600 mm. Ref to MoRT&H : IRC - 201 each 6 612.85

3 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 487 501.61 6 3009.66 3 Removal of stumps and roots including backfilling with suitable material to required compaction - Girth from 600 mm to 900 mm. Ref to MoRT&H : IRC - 201 each 6 501.61

4 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 6 6.18 730.54 4514.74 4 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref to MoRT&H : IRC - 305.4.3 m² 730.54 6.18

5 Category : Vol - 1 -Chapter -I- Earth Work --- 102 105.06 2792.45 293374.8 5 Mechanical Means - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 3 m m³ 2792.45 105.06

6 Category : Vol - 3 -Chapter -3- EARTH WORK, EROSION CONTROL AND DRAINAGE --- 105 108.15 508.06 54946.69 6 Compacting Original Ground - Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Ref to MoRT&H : IRC - 305.3.4 m³ 508.06 108.15

7 Category : Vol - 1 -Chapter -I- Earth Work --- 119 122.57 101.8 12477.63 7 Manual Means - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs. 60.00/m³) m³ 101.8 122.57

8 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2487 2561.61 788.91 2020879.75 8 Granular Sub-Base - Plant Mix Method - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 - For Grading -V Material. Ref to MoRT&H : IRC - 401 m³ 788.91 2561.61

9 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 2559 2635.77 893.39 2354770.56 9 Wet Mix Macadam (Plant Mix Method) - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory rollerto achieve the desireddensity. Ref to MoRT&H : IRC - 406 m³ 893.39 2635.77

10 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 63 64.89 1198.57 77775.21 10 Prime Coat over WMM/WBM - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Ref to MoRT&H : IRC - 502 m² 1198.57 64.89

11 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 22 22.66 1198.57 27159.6 11 Tack coat on Granular surface treated with primer - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. Ref to MoRT&H : IRC - 503 m² 1198.57 22.66

12 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 12556 12932.68 59.93 775055.51 12 Dense Graded Bituminous Macadam Grading - II for traffic <20 MSA - Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Ref to MoRT&H : IRC - 505 m³ 59.93 12932.68

13 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 18 18.54 7564.77 140250.84 13 Tack coat on Bituminous surface - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom. Ref to MoRT&H : IRC - 503 m² 7564.77 18.54

14 Category : Vol - 3 -Chapter -5- BASES AND SURFACE COURSES (BITUMINOUS) --- 14764 15206.92 260.87 3967029.22 14 Bituminous Concrete Grading II for traffic <20 MSA - Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. Ref to MoRT&H : IRC - 507 m³ 260.87 15206.92

Descrp Unit Qty Rate

1 Category : Vol - 3 -Chapter -6- CEMENT CONCRETE PAVEMENTS --- 1161 1195.83 2052 2453843.16 1 Precast Cement Concrete Interlocking Blocks - Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification). Ref to MoRT&H : IRC - IRC SP 63:2018 m² 2052 1195.83

2 Category : Vol - 3 -Chapter -17- ROAD & BRIDGE WORKS TESTING & MAINTENANCE --- 70 72.1 187.7 13533.17 2 Concrete Works - Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. m 187.7 72.1

3 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 376 387.28 1000 387280 3 Kerb Stones - Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) - 300 x 300 x 150 mm size m 1000 387.28

4 Category : Vol - 3 -Chapter -4- SUB-BASES, BASES (NON-BITUMINOUS), SHOULDERS AND STABILIZATION METHODS --- 543 559.29 56.56 31633.44 4 Construction of Median and Island with Soil Taken from Borrow Areas - Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408. Ref to MoRT&H : IRC - 408 m³ 56.56 559.29

5 Category : Vol - 1 -Chapter -II- Concrete Works 0 6227 6926.91 3.69 25560.3 5 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 3.69 6926.91

6 Category : Vol - 1 -Chapter -II- Concrete Works 1 6227 11012.51 0.38 4184.75 6 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0.38 11012.51

7 Category : Vol - 1 -Chapter -II- Concrete Works 0 6734 11791.23 0.65 7664.3 7 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0.65 11791.23

8 Category : Vol - 1 -Chapter -II- Concrete Works 1 6734 11208.6 0.61 6837.25 8 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 0.61 11208.6

9 Category : Vol - 1 -Chapter -II- Concrete Works 2 6734 10612.11 1.23 13052.9 9 Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 1.23 10612.11

10 Category : Vol - 1 -Chapter -II- Concrete Works 0 90464 93177.92 0.53 49384.3 10 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. Buildings t 0.53 93177.92

11 Category : Vol - 2 -Chapter -6- Masonry Works 0 7948 8186.44 9.61 78671.69 11 Providing Brick work with common burnt clay Non Modular bricks of clasS designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. m³ 9.61 8186.44

12 Category : Vol - 2 -Chapter -8- Finishing 0 293 301.79 83.37 25160.23 12 Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. m² 83.37 301.79

13 Category : Vol - 2 -Chapter -10- Cladding Works 0 3934 4052.02 23.37 94695.71 13 Providing and fixing 18 mm thick gang saw cut granite of any color and shade, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar loca- tions of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch up, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 m2 m² 23.37 4052.02

14 Category : Vol - 2 -Chapter -9- Flooring 0 1446 1489.38 30 44681.4 14 Providing skirting, dadooing, rises of steps with colour glazed tiles 6mm thick on 10mm thick cement plaster 1:3 and jointed with white cement slurry over existing rough plaster surface using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications. m² 30 1489.38

15 Category : Vol - 2 -Chapter -11- Steel and Aluminium Work 0 565 581.95 421.03 245018.41 15 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. kg 421.03 581.95

Descrp Unit Qty Rate

1 Category : Vol - 3 -Chapter -2- SITE CLEARANCE --- 1108 1141.24 124.85 142483.81 1 Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead - Lime /Cement Concrete - By Mechanical Means - Prestressed / RCC grade M-20 & above m³ 124.85 1141.24

2 Category : Vol - 1 -Chapter -I- Earth Work --- 95 97.85 1549.43 151611.73 2 Mechanical Means - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth m³ 1549.43 97.85

3 Category : Vol - 1 -Chapter -II- Concrete Works 0 6147 6331.41 227.29 1439066.18 3 Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. - Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates m³ 227.29 6331.41

4 Category : Vol - 1 -Chapter -II- Concrete Works 0 6221 8650.3 555.07 4801522.02 4 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. - M 20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates m³ 555.07 8650.3

5 Category : Vol - 1 -Chapter -II- Concrete Works 0 80019 82419.57 34.04 2805562.16 5 Steel Fabrication Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures t 34.04 82419.57

6 Category : Vol - 3 -Chapter -12- SUB-STRUCTURE OF BRIDGES --- 138 142.14 378 53728.92 6 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Ref to MoRT&H : IRC - 2706 & 2200 m 378 142.14

7 Category : Vol - 1 -Chapter -I- Earth Work --- 160 164.8 194.77 32098.1 7 Manual Means - Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications m³ 194.77 164.8

Descrp Unit Qty Rate

1 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4735 4877.05 22 107295.1 1 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 90 cm equilateral triangle each 22 4877.05

2 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 6612 6810.36 6 40862.16 2 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 90 cm high octagon. Ref to MoRT&H : IRC - 801 each 6 6810.36

3 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 4336 4466.08 4 17864.32 3 Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. - 60 cm circular. Ref to MoRT&H : IRC - 801 each 4 4466.08

4 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 8995 9264.85 5.4 50030.19 4 Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 m² 5.4 9264.85

5 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 9684 9974.52 4.32 43089.93 5 Direction and Place Identification Signs with size more than 0.9 m2 size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area exceeding 0.9 m2 fixed over back support frame of min 40 x 40 x 5mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. Ref to MoRT&H : IRC - 801 m² 4.32 9974.52

6 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 530 545.9 762.64 416325.18 6 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. Ref to MoRT&H : IRC - 803 m² 762.64 545.9

7 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 365 375.95 828 311286.6 7 Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 manufacturers recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. Ref to MoRT&H : IRC - MoRTH 806 No. 828 375.95

8 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 188 193.64 484.5 93818.58 8 Rumble Strips - Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. m² 484.5 193.64

9 Category : Vol - 3 -Chapter -8- TRAFFIC CALMING MEASURES, ROAD SIGNAGES & MARKING (ROAD FURNITURE) --- 109 112.27 520.39 58424.19 9 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. Ref to MoRT&H : IRC - 803 m² 520.39 112.27

Descrp Unit Qty Rate

1 Item Code : KPWD-2023-24, Page No-20, Item No- 5.42.2 0.44 42500 No --- 18700 1 Fabricating supplying and mounting MS box made out SWG suitable for floor wall mounting, fully weather proof with provision for better heat dissipation, provided with hinged front cover, equipped with tamper proof locking arrangements, with suitable size clamps with necessary cable entry pipe with gland and box should be finished with 7tanks treatment with powder coated paint and finally finished with approved colour etc., complete, 16SWG Sq CM 0.44 42500

2 Item Code : KPWD Elec SR - 2023-24 - Page No.18, Item No. -5 5711.35 7 No --- 39979.45 2 Supplying, fixing and wiring Residual current circuit breaker (RCCB) 240/450V upto 300mA sensitivity on existing wood panel board., 63 A 4 pole (KPWD Elec SR - 2023-24 - Page No.18, Item No. -5.20.10) Each 5711.35 7

3 Item Code : KPWD-2023-24, Page No-21, Item No- 5.47 2384.45 3 No --- 7153.35 3 Supplying and fixing Microprocessor based Electronic timer (without contactor, Din Mounting using necessary bolts,nuts and washers etc.,.) 3-120sec setting. Each 2384.45 3

4 Item Code : KPWD-2023-24, Page No-20, Item No- 5.40.1 2538.95 2 No --- 5077.9 4 Supplying .amps rated 3phase with neutral bus bar using required capacity electrolytic aluminum strips covered with heat shrinkable coloured PVC sleeve, mounted on phenolici FRP/DMC insulator which are mounted on powder coated 40x6mm M.S.flat frame work in existing panel board. The bus bar shall have suitable holes for termination of incoming and outgoing cables as per IS specification with necessary bolts, nuts and washers etc., complete. (49/6.39) - 100Amps 4x30x6mm Aluminum Strips Mtr 2538.95 2

5 Item Code : KPWD Elec SR - 2023-24 - Page No.17, Item No. -5. 6268.58 3 No --- 18805.74 5 Supplying and fixing Moulded Case Circuit Breaker (MCCB) over the existing wood/panel board using necessary screws, bolts, nuts, necessary phase separators, handle and wiring complete. Protection of Overload and Short circuit in Thermal Magnetic Release. Micro processor release shall have Earth Fault as per IS-13947. (Icu=100% lcs). In 4P MCCB, all Poles should have protection for Short-Cicrcuit/Over Load. For Microprocessor MCCBS Facility for segregating Priority and Non-Priority loads must be available in the MCCB. MCCB shall be provided with double insulation (insulation between front cover and internal power circuits to avoid any accidental contact with live current carrying path with the front cover open). Multi-pole breakers shall be designed to break all the poles simultaneously and they shall have a single mechanism. 100 A 25 kA.(KPWD Elec SR - 2023-24 - Page No.17, Item No. -5.15.1 ) Each 6268.58 3

6 Item Code : KPWD Elec SR - 2023-24 - Page No.19, Item No. - 5 530.45 5 No --- 2652.25 6 Supplying and fixing of LED type panel board indicating lamp with required colour suitable for 230/440VAC. 50 Hz 12/24V D.C. (KPWD Elec SR - 2023-24 - Page No.19, Item No. - 5.38 ) Each 530.45 5

7 Item Code : KPWD Elec SR - 2023-24 - Page No.19, Item No. - 5 4521.7 1 No --- 4521.7 7 Supplying and fixing Electronic Trivector Meter (ETV) suitable for operation LT operation and -CT operated meter in polycarbonate body in class 0.5 accuracy as per IS 14697 and completely wired. (KPWD Elec SR - 2023-24 - Page No.19, Item No. - 5.31 ) Each 4521.7 1

8 Item Code : KPWD Elec SR - 2023-24 - Page No.14, Item No. -5. 711.73 4 No --- 2846.92 8 Supplying & fixing of Porcelain fuse channel with cut out on existing wooden/panel using necessary nuts, bolts and washers., 100 A (KPWD Elec SR - 2023-24 - Page No.14, Item No. -5.7.4) Each 711.73 4

9 Item Code : PWD SR Electrical -2023-24 Part-III pg.no-6, Ite 96.82 1200 No --- 116184 9 Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS-694:2010. 4C x 1.5 mm2 (PWD SR Electrical -2023-24 Part-III pg.no-6, Item -2.5.3) Mtr 96.82 1200

10 Item Code : KPWD Elec SR - 2023-24 - Page No.11, Item No. -4. 20085 4 No --- 80340 10 Fabricating, supplying and erection of . ms long hot dip Galvanized Octagonal hot dip Pole with BSEN 10025 grade S 355 JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for m Pole in single section and single joint welded as per IS 9595/IS10178AWS having dimensions bottom . mm , top. mm with 3 mm thick, suitable base plate and 4Nos of . long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc., (excluding foundation) as per drawing appended. 9 m - Top 70 mm and Bottom 155 mm dia (KPWD Elec SR - 2023-24 - Page No.11, Item No. -4.2.,vol-06) Each 20085 4

11 Item Code : KPWD Elec SR - 2023-24 - Page No.46, Item No. -11 10361.8 8 No --- 82894.4 11 Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage Overload, short circuit miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency1301m/w, nominal CRI 75. Luminaire manufacturer should have in-house facility accredited by NABLCPRI & any Government certified agency & Design & Development facility certified by ISO 9001 2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part. Warranty of 2 Years against any manufacturing defect.LED Streetlight 120 Each 10361.8 8

12 Item Code : KPWD Elec SR - 2023-24 - Page No.21, Item No. - 5 826.06 4 No --- 3304.24 12 Supplying and fixing of Modular MCB Devices (Tripper)With Breaking capacity of 6kA., 16 - 32 A TP Each 826.06 4

13 Item Code : KPWD Elec SR - 2023-24 -Page No.13, Item No. -4.6 2678 4 No --- 10712 13 Supplying, and fixing of Hot dip Galvanized M.S.Bracket suitable for out door luminaries and mounted on Octagonal pole using necessary bolts, nuts etc., complete. Single Arm Bracket with 1000 mm Standard 40/50 mm dia, (KPWD Elec SR - 2023-24 -Page No.13, Item No. -4.6.3,vol-06) Each 2678 4

14 Item Code : KPWD Elec SR - 2023-24 - Page No.12, Item No. - 4 10609 12 No --- 127308 14 Fabricating, supplying and erection of . ms long hot dip Galvanized Conical hot dip Pole with BSEN10025 grade S355JO steel plate for shaft, IS2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per specifications suitable to withstand the wind speed of 47m/s for . m Pole in single section and single joint welded as per IS 9595/IS10178AW Shaving dimensions bottom.mm, top .mm with 3mm thick, suitable base plate and 4Nos of.long J bolts along with template and the Pole shall be hotdip galvanized in single dipping with not less than 65micron as perASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended., 5 m - Top 75 mm and Bottom 125 mm dia, (KPWD Elec SR - 2023-24 - Page No.12, Item No. - 4.4.3,vol-06 Each 10609 12

15 Item Code : KPWD Elec SR - 2023-24 -Page No.45, Item No. -11. 9910.66 12 No --- 118927.92 15 Supply of LED pole mounting type post top lantern with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising ofantiglare clear diffuser with Injection moulded polycarbonate clear glass material, delivering superior light output Rated life Burning Hrs50000hr@Lumen Maintenance of 70, CCT 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire IK08.PowerFactor0.9 with mains, SurgeProtection-Min5KV along with Over voltage/Overload, short circuit/miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS10322/1EC60598, LM79&LM80 Adherence with RoHS UL approved MCPCBLED Efficiency 1301 m/w, nominal CRI 75.Luminaire manufacturer should have in-house facility accredited byNABL/CPRI &any Government certified agency&Design&Development facility certifiedby ISO9001:2008.Housingwith supplier word mark /name shall beEngraved Embossing on the diecast housing/Body part Warranty of 2Years against an manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source.LED Post Top Lantern with 35/40 W Each 9910.66 12

16 Item Code : BESCOM-2023-24, Page No-13, Item No-4.5.1 134930 2 No --- 269860 16 Fabrication, Supplying, Erection, Testing and Commissioning of Mtrs long polygon high mast with Single Multiple telescopic sections having, (minimum overlap distance of 1.5 times of top section) thickness as per BSEN 10025 grade S 355 JO /ASTM A572-50 steel sheet plate for shaft suitable to withstand a wind velocity of 47 m/sec as per IS 875 part 3(as per GA Drawing).Base plate as per IS 2062/ASTM A572-50. The mast shall be Galvanized in single Hot-dip as per BSEN ISO 1461/ASTM A123 with an average 70 microns as per IS 2629, and welded as per BS 5135 Single L-Seam joint. The mast shall have 2way head frame with die cast LM-6 pulleys, stainless steel axle, Phosphorus Bronze bearing bush press-fitted with separate guides for 2 runs of 5mm dia, stainless steel wire rope of AISI 304grade 7/19-core, (Factor of Safety as per TR no-7). 2.5sqmm EPR insulated PCP sheathed trailing power cable housed inside the bottom shaft of mast with door having locking arrangement. The mast shall have manual power tool (Suitable reversible 15 Sl. No. Description Unit Rate Rs. Ps. geared motor operating on 230 415V, 50Hz, shall be provide above 15 Mtrs mast) The mast shall have lantern of 2 segments, suitable dia with max load carrying capacity as per IS 1239. The mast shall be erected on existing RCC footing. The mast shall be supplied with 3mm thick template, lightning arrester of 1.2m length galvanized pipe with top arrow fitted on top of the head frame cover and GLS type aviation twin lamps fitting with wiring complete. (excluding foundation) as per technical data. 12Mtrs/12.5Mtrs - Top 100mm and bottom 310 mm dia (KPWD Elec SR - 2023-24 - Page No-13, Item No-4.5.1, vol-06) Each 134930 2

17 Item Code : BESCOM-2023-24, Page No-46, Item No-11.9.3 11079.71 8 No --- 88637.68 17 Supply of LED floodlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate/clear glass material, delivering superior light output. Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70, CCT 5500K, IP 66 optical and electrical compartment & impact resistance of complete luminaire IK08. Power Factor 0.9 with mains, Surge Protection- Min 5KV along with Over voltage/Overload, short circuit miss-wiring protection. Compatible for pole mouting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with .W System Power consumption. LED Efficiency 130lm/w, nominal CRI 75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001 2008 . Housing with supplier word mark /name shall be Engraved Embossing on the die cast housing Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/Osram make LED Source. LED Floodlight 120W Each 11079.71 8

18 Item Code : ESCOMs-2023-24, Page No-30, Item No-66.05,vol-06 64206.08 1 No --- 64206.08 18 Optical Fibre Cable (OFC) and its Accessories, HDPE/PLB Pipe 40/33 mm, ESCOMs-2023-24, Page No-30, Item No-66.05,vol-06 Km 64206.08 1

19 Item Code : PWD-2023-24, Page No-2, Item No-1.2.2,vol-6, 80.34 50 No --- 4017 19 Optical Fibre Cable (OFC) and its Accessories, HDPE/PLB Pipe 40/33 mm, ESCOMs-2023-24, Page No-30, Item No-66.05,vol-06 m 80.34 50

20 Item Code : PWD-2023-24, Page No-5, Item No-2.3.3,vol-6, 43.26 100 No --- 4326 20 Supplying heavy gauge PVC conduit pipe.mm dia.mm thick confirming toIS2509 with suitable size bends, metal/PVC Junction boxes, adhesive paste etc.,and running before concreting the slab. The conduit shouldbe tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipe ends should be covered using PVC end enclosures, run with 18SWG GI fish wire wherever necessary,PWD-2023-24, Page No-2, Item No-1.2.2,vol-6, m 43.26 100

21 Item Code : PWD-2023-24, Page No-8, Item No-3.2,vol-6, 175.1 12 No --- 2101.2 21 Wiring for lighting power circuit using one of FRLS PVC insulated 1100V grade, multi strand copper wire with low conductor resistance singlecore in open or concealed system of wiring with specified IS 694:2010 2.5 mm, PWD-2023-24, Page No-5, Item No-2.3.3,vol-6, Each 175.1 12

22 Item Code : PWD-2023-24, Page No-44, Item No-11.4. 2,vol-6, 1307.07 12 No --- 15684.84 22 Supplying and mounting 2Nos. of 2 Way 6A flush type switches either surface /flush mounted on existing gang box or in 4mm thick plastic sheet and mounted on a flush mounted wooden box and wiring as per IS 3854, PWD-2023-24, Page No-8, Item No-3.2,vol-6, Each 1307.07 12

23 Item Code : KPWD Elec SR 2023-24-Page No.54,Item No.12.56 3615.3 8 No --- 28922.4 23 Supplying, fixing, wiring, earth electrode for grounding conduits, I.C. cutouts andother equipment'son the meter board using 40mm di 2.90mm thick GI pipe 2.5m long buried in a pit .The pit should be filled with equal proportion of salt and charcoal 150mm all-round the pipe to complete depth.The connection from the pipe to the conduit etc.,is to be established through GI wire of size as per lSI specification 7.3.3.of IS732 using 12mm dia bolts, nuts, washers and check nuts etc., the pipe shall have 16 through holes of 12 mm dia No 3615.3 8

24 Item Code : ESCOMs SR 2023-24 - Page No 13, Item No. -32.05 146097.26 1.2 No --- 175316.71 24 Supplying of 1.1 KV LT UG cable XLPE or Heat resistant PVC insulated, PVC extruded Inner sheath armoured UG LT cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness in average +5% and resistivity 14 Ohms/Kms (Max) as per IS-3975, 4 core 16 sqmm Km 146097.26 1.2

25 Item Code : BESCOM-2023-24, Page No-5, Item No-7.02 47621.02 1.5 No --- 71431.53 25 Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Km 47621.02 1.5

26 Item Code : BESCOM-2023-24, Page No-3, Item No-1.01 7288.28 15 No --- 109324.2 26 RCC Pole - 9 Mtr Long, 145 Kg WL (Dwg No. BESCOM/GM/QS&S/02 Dtd 24.11.2018) as per IS-785,BESCOM-2023-24, Page No-3, Item No-1.01,vol-06 No 7288.28 15

27 Item Code : BESCOM-2023-24, Page No-5, Item No-6.01 85.49 36 No --- 3077.64 27 11 kV Ceramic Pin Insulator (Shell only) BESCOM-2023-24, Page No-5, Item No-6.01, vol-06 No 85.49 36

28 Item Code : BESCOM-2023-24, Page No-3, Item No-1.05 3809.97 6 No --- 22859.82 28 PSCC Pole - 8 Mtr Long, 200 Kg WL (Dwg No. BESCOM/GM/QS&S/49 Dtd 24.11.2018) as per REC Standards No 3809.97 6

29 Item Code : BESCOM-2023-24, Page No-3, Item No-2.01 383.16 75 No --- 28737 29 11 kV, Horizontal Cross Arm - Mild Steel (MS) (Dwg No. BESCOM/GM/QS&S/04 Dtd 24.11.2018) No 383.16 75

30 Item Code : BESCOM-2023-24, Page No-3, Item No-2.05 297.67 60 No --- 17860.2 30 LT 4 Pin Cross Arm - MS (Dwg No. BESCOM/GM/QS&S/32 Dtd 24.11.2018) No 297.67 60

31 Item Code : BESCOM-2023-24, Page No-4, Item No-5.01 87.55 15 No --- 1313.25 31 RCC Pole Clamp - MS (Dwg No. BESCOM/GM/QS&S/30 Dtd 24.11.2018) No 87.55 15

32 Item Code : BESCOM-2023-24, Page No-4, Item No-5.03 75.19 6 No --- 451.14 32 PSCC Pole (140 Kg WL) Clamp - MS (Dwg No. BESCOM/GM/QS&S/31 Dtd 24.11.2018 No 75.19 6

33 Item Code : BESCOM-2023-24, Page No-5, Item No-6.09 525.3 60 No --- 31518 33 DISC Insulator 45 kN Porcelain No 525.3 60

Descrp Unit Qty Rate

1 Item Code : As per SE BGM approved rate for 2023-24) 39810 1 No --- 39810 1 Road Maintenance for 3rd year for road with DBM+BC as wearing Coat Maintenance of Road for 3rd year by Clearing and Uprooting Vegetation on either sides of the road Maintenance of surface drains by cleaning cleaning, reshaping deepening of side drains, Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones. Whee washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premix bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance " Km 1 39810

2 Item Code : As per SE BGM approved rate for 2023-24) 73440 1 No --- 73440 2 Road Maintenance for 4th year for road with DBM+BC as wearing Coat Maintenance of Road for 4th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing. cleaning reshaping deepening of side drains. Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and ikm stones White washing of parapet walls of CD work and tree trunks. Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road and Repairs to CDs including Vent Clearance Road " Km 1 73440

3 Item Code : As per SE BGM approved rate for 2023-24) 101980 1 No --- 101980 3 Maintenance for 5th year with DBM+BC coat as wearing Coat Maintenance of Road for 5th year by Clearing and Uprooting Vegetation on either sides of the road. Maintenance of surface drains by clearing cleaning, reshaping deepening of side drains Stripping excess soil from the shoulder surface and Making up loss of material irregularities on shoulder wherever necessary Maintenance & painting of 200 metre and km stones White washing of parapet walls of CD work and tree trunks Patching of shallow and deep potholes using premixed bitumen mixes corresponding to the layers of the road arid Repairs to CDs including Vent Clearance Km 1 101980