TN No 74 2025 26 HDO Dt 20 01 2026 TVM 178

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing Cutting.

Road Work

Cubic Metre

Branch Road Improvements

Providing compaction for making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.

Road Work

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site,laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 For Grading-V Material (Filter/ Separation Layer at Bottom)

Road Work

Cubic Metre

Branch Road Improvements

Road Work

Cubic Metre

Branch Road Improvements

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite, laying in uniform layers using pavers in SubBase/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Road Work

Cubic Metre

Branch Road Improvements

Providing and laying Prime Coat over WBM / WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5

Road Work

Square Metre

Branch Road Improvements

Providing and laying Tack Coat over WBM / WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Road Work

Square Metre

Branch Road Improvements

Providing and laying Tack Coat over Existing Bitumen surface (treated with BT Surface) using 2.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Road Work

Branch Road Improvements

Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm &below and with 53.20 Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyanceof all materials to CMP site, heating the bitumen, aggregate and mixing the min therequiredtemperatureinCentral Hot Mix Plant20-30ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at siteetc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 Gr-I

Road Work

Branch Road Improvements

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade grade bitumen for premixing per10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hot mix plant 20- 30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required, including all other incidental chargesetc., complete as per specification using CMP as per clause 505 of MORTH rev-5. Gr-II

Road Work

Cubic Metre

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Branch Road Improvements

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Road Work

Cubic Metre

Branch Road Improvements

r WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB.a
Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,completeRunning MetreA
Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete.Numbers
Supplying and fixing of PVC expansion joint in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealent etc., complete as per section 2600 of MORTH specifications (Rev - V) Running Metre
Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.Ì
Providing Barrier Type Kerb for median/islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from aprroved quarry, including cost and conveyance of all material to work site, incluidng hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, incluidng all other incidental charges etc., complete as per drawings and standard specifications. N
Re Filling using excavated earth laying,handling charges and filling in layers,tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Median (Filling charges only)S
Providing and laying of hot applied Thermoplastic compound 2.5 mm. thick including reflectorising glass beads @ 250 gms. per sqm. area, thickness of 2.5 mm. is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO.III dt 11.06.97 and the height,width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13sq.cm on each side and the slope to the base shall be 35+/- 5 degree.Each reflector shall have a CIL not less than values specified in Table2 of said MORTH circular.The strength of deatchment of the integrated cylindrical shanks,(of diamter not less than 19*/- 2 mm and height not less than 30*/- 2mm )from the body is to be a minimum value of 500kgf.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 manifacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280 and confirming to IRC35-2015 guide lines and MORTH specification 804 etc., complete. 
Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956  09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials,equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022.(as per MoRT&H Specification No.801) Road A (60 cm cirular board)"Road A 90 cm equilateral triangle}
Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956  09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) 刀慯⁤⁁〹挠捯慴潧�ĆProviding and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printer made out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2022 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images/ logos/ text and laminated with clear electro- cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% coefficient of Retro-reflection values as per table 6.90 of IRC 67-2022. The retro- reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2022. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801) of Size – 3.64m x 2.42m.(HW-W0098)Ч倀潲楶楤杮映硩湩⁧景删杩摩䴠摥慩慍歲牥搠畯汢⁥楳敤⁤慭敤漠⁦潰祬慣扲湯瑡⁥潦⁲浩慰瑣爠獥獩慴据⁥湡⁤潧摯眠慥桴牥愠楢楬祴‮潐祬慣扲湯瑡⁥獵摥映牯洠汯楤杮琠敨洠摥慩慭歲牥猠慨汬栠癡⁥⁡業楮畭穉摯椠灭捡⁴瑳敲杮桴瘠污敵漠⁦〶‰⽊瑡爠潯整灭牥瑡牵⹥吠敨椠灭捡⁴瑳敲杮桴漠⁦桴⁥潰祬挠牡潢慮整猠潨汵⁤潮⁴敤牣慥敳琠敬獳琠慨〷‥景椠獴椠楮楴污瘠污敵漠敢湩⁧畳橢捥整⁤潴唠⁖敷瑡敨楲杮愠⁳数⁲十䵔䜠ㄠ㔵映牯ㄠ〰‰潨牵⁳牯攠灸獯牵⁥潴㈠礠慥獲漠⁦慮畴慲敷瑡敨楲杮‮桔⁥潢祤漠⁦桴⁥敭楤湡洠牡敫⁲桳污敢椠桴⁥潦浲漠⁦湡椠潳捳汥獥琠慲数潺摩污猠牴捵畴敲漠⁦敬杮桴ㄠ‵浣栠楥桧⁴湡⁤楷瑤⁨景ㄠ‰⁸〱挠⹭吠敨洠摥慩慭歲牥猠慨汬栠癡⁥汦潵敲捳湥⁴敹汬睯爠瑥潲ⴠ爠晥敬瑣癩⁥桳敥楴杮挠湯楦浲湩⁧潴吠灹⁥䥘猠数楣楦慣楴湯⁳獡瀠牥䄠呓⁍⁄㤴㘵‮牁慥漠⁦敲汦捥楴敶猠敨瑥湩⁧桳畯摬渠瑯戠⁥敬獳琠慨〷挠㉭‮摅敧漠⁦敲牴敲汦捥楴敶猠慨汬戠⁥潣据慥敬⁤獵湩⁧⁡牧汩⽬洠獥⽨楳業慬⁲敭档湡獩潴瀠敲敶瑮瘠湡慤楬浳愠摮猠敨瑥湩⁧楰晬牥条⹥吠敨氠杯景琠敨洠湡晵捡畴敲⁲桳污敢攠扭獯敳⁤湡⁤慰湩整⁤湩挠湯牴獡楴杮挠汯畯⁲湯戠瑯⁨楳敤漠⁦敭楤湡洠牡敫⁲潦⁲楤瑳湩瑣椠敤瑮晩捩瑡潩⹮߭倁爀漀瘀椀搀椀渀最 愀渀搀 昀椀砀椀渀最 漀昀 䐀椀最椀琀愀氀氀礀 倀爀椀渀琀攀搀 刀攀琀爀漀 刀攀昀氀攀挀琀漀爀椀稀攀搀 伀瘀攀爀栀攀愀搀 䜀愀渀琀爀礀 䤀渀昀漀爀洀愀琀漀爀礀 猀椀最渀 䈀漀愀爀搀 洀愀搀攀 漀昀 挀甀戀攀 挀漀爀渀攀爀 䴀椀挀爀漀 倀爀椀猀洀愀琀椀挀 最爀愀搀攀 猀栀攀攀琀椀渀最 挀漀渀昀漀爀洀椀渀最 琀漀 吀礀瀀攀 堀䤀 猀琀愀渀搀愀爀搀猀 漀昀 䤀刀䌀 㘀㜀 ⴀ ㈀ ㈀㈀ 愀渀搀 䄀匀吀䴀䐀㐀㤀㔀㘀 ጀ† 㤀Ⰰ 猀瀀攀挀椀昀椀挀愀琀椀漀渀 愀渀搀 昀椀砀攀搀 漀瘀攀爀 ㈀洀洀 琀栀椀挀欀 愀氀甀洀椀渀甀洀 猀栀攀攀琀 昀椀砀攀搀 漀渀 戀愀挀欀 猀甀瀀瀀漀爀琀椀渀最 昀爀愀洀攀 洀椀氀搀 猀琀攀攀氀 䰀 愀渀最氀攀 漀昀 猀椀稀攀 㔀 洀洀 砀 㔀 洀洀 砀 㘀洀洀⸀ 吀栀攀 嘀攀爀琀椀挀愀氀 猀甀瀀瀀漀爀琀 瀀漀猀琀 昀漀爀 琀栀攀 椀渀猀琀愀氀氀愀琀椀漀渀 漀昀 漀瘀攀爀栀攀愀搀 猀椀最渀 䜀愀渀琀爀礀 猀栀愀氀氀 戀攀 洀愀搀攀 漀昀 ㌀ 一䈀 ⠀一漀洀椀渀愀氀 䈀漀爀攀⤀ 䴀匀 倀椀瀀攀 眀椀琀栀 ㄀㈀洀洀 琀栀椀挀欀 眀椀琀栀 愀 最爀漀甀渀搀 挀氀攀愀爀愀渀挀攀 漀昀 㘀 洀攀琀攀爀猀 愀氀漀渀最 眀椀琀栀 㠀 一䈀 ⠀一漀洀椀渀愀氀 䈀漀爀攀⤀ 䴀匀 倀椀瀀攀 眀椀琀栀 㐀洀洀 琀栀椀挀欀 愀渀搀 㐀 一䈀 ⠀一漀洀椀渀愀氀 䈀漀爀攀⤀ 䴀匀 倀椀瀀攀 眀椀琀栀 ㌀⸀㈀ 洀洀 琀栀椀挀欀 猀甀瀀瀀漀爀琀 瀀漀猀琀猀⸀ 䴀匀 䈀愀猀攀 瀀氀愀琀攀 漀昀 猀椀稀攀 ㄀㈀ 洀洀 砀 ㄀㈀ 洀洀 砀 ㈀㔀洀洀 愀渀搀 䴀匀 吀漀瀀 瀀氀愀琀攀 漀昀 猀椀稀攀 㤀 洀洀 砀 ㄀㘀㔀 洀洀 砀 ㄀㘀洀洀 琀漀 戀攀 甀猀攀搀 琀漀 栀漀氀搀 琀栀攀 猀椀最渀 戀漀愀爀搀 愀琀 琀栀攀 琀漀瀀 愀渀搀 戀漀琀琀漀洀 爀攀猀瀀攀挀琀椀瘀攀氀礀⸀ 䴀匀 匀琀椀昀昀攀渀攀爀 瀀氀愀琀攀猀 㠀洀洀 琀栀椀挀欀 漀昀 猀椀稀攀猀 㐀㈀ 砀㐀㈀ Ⰰ 㘀㠀㈀砀㐀㈀ Ⰰ ㈀㠀㠀砀㈀㠀㠀Ⰰ ㈀㠀㠀砀㤀㈀㜀 ☀ 㐀㐀砀㄀㌀ 愀爀攀 琀漀 戀攀 甀猀攀搀⸀ 䄀渀挀栀漀爀 戀漀氀琀猀 漀昀 搀椀洀攀渀猀椀漀渀 ㈀㔀洀洀 搀椀愀 愀渀搀 ㄀ 洀洀 氀攀渀最琀栀 愀爀攀 琀漀 戀攀 甀猀攀搀 愀猀 昀椀砀琀甀爀攀猀⸀ 吀栀攀 愀瀀瀀爀漀瘀攀搀 搀椀爀攀挀琀椀漀渀 椀渀昀漀爀洀愀琀椀漀渀 猀栀漀甀氀搀 戀攀 搀椀最椀琀愀氀氀礀 瀀爀椀渀琀攀搀 愀渀搀 猀栀漀甀氀搀 栀愀瘀攀 㜀 ─ 漀昀 琀栀攀 挀漀ⴀ攀昀昀椀挀椀攀渀琀 漀昀 刀攀琀爀漀爀攀昀氀攀挀琀椀漀渀 瘀愀氀甀攀猀 愀最愀椀渀猀琀 琀栀攀 瘀愀氀甀攀猀 愀猀 洀攀渀琀椀漀渀攀搀 椀渀 吀愀戀氀攀 㘀⸀㤀 漀昀 䤀刀䌀 㘀㜀 ጀ†㈀ ㈀㈀⸀ 吀栀攀 䰀愀琀攀砀 瀀爀椀渀琀攀爀 甀猀攀搀 昀漀爀 搀椀最椀琀愀氀 瀀爀椀渀琀椀渀最 猀栀漀甀氀搀 甀猀攀 椀渀欀猀 眀椀琀栀 氀漀眀 嘀伀䌀 攀洀椀猀猀椀漀渀猀 愀渀搀 栀愀瘀攀 最爀攀攀渀 最甀愀爀搀Ⰰ 攀挀漀 氀漀最漀 挀攀爀琀椀昀椀挀愀琀攀猀 愀猀 瀀攀爀 唀䰀 ㈀㠀 ㄀ 猀琀愀渀搀愀爀搀猀⸀ 吀栀攀 爀攀琀爀漀ⴀ爀攀昀氀攀挀琀椀瘀攀 猀栀攀攀琀椀渀最 猀栀愀氀氀 戀攀 挀漀瘀攀爀攀搀 甀渀搀攀爀 ㄀ 礀攀愀爀猀 眀愀爀爀愀渀琀礀 椀猀猀甀攀搀 昀漀爀 昀椀攀氀搀 瀀攀爀昀漀爀洀愀渀挀攀 愀渀搀 愀 挀攀爀琀椀昀椀攀搀 挀漀瀀礀 漀昀 琀栀爀攀攀 礀攀愀爀猀 伀甀琀搀漀漀爀 攀砀瀀漀猀甀爀攀

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

report shall be obtained as per IRC 67-2022 (As per MoRT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. of size 12.00 m X 1.8 m(HW-W0097) 䈀獵氠祡䈠敹 䈀硯䌠汵敶瑲 匀慬⁢畃癬牥湴
畓灰祬漠⁦瑓敥片摡⁥敆㈠〴椠据畬楤杮挠獯⁴景猠整汥愠⁴楳整椠据畬楤杮映扡楲慣楴湯挠牨条獥映牯挠敬湡湩⁧桴⁥潲獤‬瑳慲杩瑨湥湩Ⱨ挠瑵楴杮‬敢摮湩Ⱨ琠楹杮朠楲汬⁳湡⁤汰捡湩⁧桴⁥敲湩潦捲浥湥⁴湩瀠獯瑩潩獡猠数楣楦摥椠桴⁥牤睡湩獧‬湩汣摵湩⁧潣瑳漠⁦楢摮湩⁧楷敲‬牰癯獩潩景猠慰散⁲慢獲‬潣敶⁲汢捯獫愠摮愠汬漠桴牥椠据摩湥慴档牡敧⁳瑥⹣‬潣灭敬整映牯䴠䱉⁄呓䕅⹌ 䬀牥⁢敍楤湡刀慯⁤畆湲瑩牵浥Ăproviding and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Unit RM Basic Rate approved for the year 2025-2026 (w.e.f. 22.07.2025) 58395.00 Each Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.Ɵ䐀獩慭瑮楬杮漠⁦硥獩楴杮猠牴捵畴敲⁳楬敫挠汵敶瑲ⱳ戠楲杤獥‬敲慴湩湩⁧慷汬⁳湡⁤瑯敨⁲瑳畲瑣牵獥挠浯牰獩湩⁧景洠獡湯祲‬散敭瑮挠湯牣瑥ⱥ眠潯⁤潷歲‬瑳敥潷歲‬湩汣摵湩⁧⁔…⁐湡⁤捳晡潦摬湩⁧桷牥癥牥渠捥獥慳祲‬潳瑲湩⁧桴⁥楤浳湡汴摥洠瑡牥慩ⱬ搠獩潰慳景甠獮牥楶散扡敬洠瑡牥慩湡⁤瑳捡楫杮琠敨猠牥楶散扡敬洠瑡牥慩楷桴愠汬氠晩獴愠摮氠慥⁤景ㄠ〰‰敭牴獥‮楄浳湡汴湩⁧䍒⁃祢洠湡慵 祢甠楳杮搠灥潬楹杮洠捡楨敮楲獥㌀挰⁸〹浣爠捥慴杮汵牡ħ倀潲楶楤杮愠摮映硩湩⁧汃獡⁳⁉噐⁃敳灥条⁥楰数⁳景ㄠ〰浭搠慩漠⁦敲畱物摥氠湥瑧獨映牯愠畢浴湥獴愠摮爠瑥牵慷汬⁳湩汣摵湩⁧潣瑳⁳湡⁤潣癮祥湡散漠⁦污慭整楲污⁳潴眠牯楳整愠摮氠扡畯⁲档牡敧⁳潦⁲楦楸杮攠捴Ⱞ挠浯汰瑥⁥潴搠慲湩映潲桴⁥慢正楦汬愠⁳数⁲敳瑣潩㜲㘰漠⁦位呒⁈灳捥晩捩瑡潩刨癥‭⥖Ɍ倀潲楶楤杮‬慬楹杮‬灳敲摡湩⁧湡⁤潣灭捡楴杮朠慲敤⁤瑳湯⁥条牧来瑡獥映牯䜠慲畮慬⁲畓⁢慂敳‬湩汣摵湩⁧牰浥硩湩⁧桴⁥慭整楲污⁳楷桴眠瑡牥愠⁴䵏⁃湩洠捥湨湡捩污洠硩瀠慬瑮‬潣癮祥湡散漠⁦業數⁤慭整楲污⁳祢琠灩数⁲潴猠瑩ⱥ慬楹杮椠湵晩牯慬敹獲甠楳杮瀠癡牥⁳湩匠扵䈠獡⁥潣牵敳漠敷汬瀠敲慰敲⁤畳晲捡⁥湡⁤潣灭捡楴杮眠瑩⁨楶牢瑡牯⁹潲汬牥琠捡敨癩⁥桴⁥敤楳敲⁤敤獮瑩⁹湩汣摵湩⁧潣瑳漠⁦慭整楲污‬慬潢牵挠慨杲獥‬敲瑮污⁳潦⁲慭档湩牥ⱹ映敵湡⁤污瑯敨⁲湩楣敤瑮污挠慨杲獥攠捴Ⱞ挠浯汰瑥⁥獡瀠牥挠慬獵⁥〴‶景䴠剏䡔删癥㔭䘠牯†片摡湩ⵧ䥉⁉䴠瑡牥慩⠠楆瑬牥 匠灥牡瑡潩䰠祡牥†瑡†潂瑴浯఩楍潮⁲牢摩敧 匀慬⁢畣癬牥㹴ࠂ
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Cubic Metre

sing HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge 刀湵楮杮洠瑥敲ߢ倁爀漀瘀椀搀椀渀最 愀渀搀 昀椀砀椀渀最 漀昀 䐀椀最椀琀愀氀氀礀 倀爀椀渀琀攀搀 刀攀琀爀漀 刀攀昀氀攀挀琀漀爀椀稀攀搀 伀瘀攀爀栀攀愀搀 䌀愀渀琀椀氀攀瘀攀爀 䤀渀昀漀爀洀愀琀漀爀礀 猀椀最渀 䈀漀愀爀搀 漀昀 匀椀稀攀 㔀⸀ 洀 砀 ㄀⸀㠀 洀 洀愀搀攀 漀昀 挀甀戀攀 挀漀爀渀攀爀 䴀椀挀爀漀 倀爀椀猀洀愀琀椀挀 最爀愀搀攀 猀栀攀攀琀椀渀最 挀漀渀昀漀爀洀椀渀最 琀漀 吀礀瀀攀 堀䤀 猀琀愀渀搀愀爀搀猀 漀昀 䤀刀䌀㘀㜀 ⴀ ㈀ ㄀㈀ 愀渀搀 䄀匀吀䴀䐀㐀㤀㔀㘀 ጀ† 㤀Ⰰ 猀瀀攀挀椀昀椀挀愀琀椀漀渀 愀渀搀 昀椀砀攀搀 漀瘀攀爀 ㈀洀洀 琀栀椀挀欀 愀氀甀洀椀渀甀洀 猀栀攀攀琀 昀椀砀攀搀 漀渀 戀愀挀欀 猀甀瀀瀀漀爀琀椀渀最 昀爀愀洀攀 洀椀氀搀 猀琀攀攀氀 䰀 愀渀最氀攀 漀昀 猀椀稀攀 㔀 洀洀 砀 㔀 洀洀 砀 㘀洀洀⸀ 吀栀攀 嘀攀爀琀椀挀愀氀 猀甀瀀瀀漀爀琀 瀀漀猀琀 昀漀爀 琀栀攀 椀渀猀琀愀氀氀愀琀椀漀渀 漀昀 漀瘀攀爀栀攀愀搀 猀椀最渀 䜀愀渀琀爀礀 猀栀愀氀氀 戀攀 洀愀搀攀 漀昀 ㌀ 一䈀 ⠀一漀洀椀渀愀氀 䈀漀爀攀⤀ 䴀匀 倀椀瀀攀 眀椀琀栀 ㄀㈀洀洀 琀栀椀挀欀 眀椀琀栀 愀 最爀漀甀渀搀 挀氀攀愀爀愀渀挀攀 漀昀 㘀 洀攀琀攀爀猀 愀氀漀渀最 眀椀琀栀 㠀 一䈀 ⠀一漀洀椀渀愀氀 䈀漀爀攀⤀ 䴀匀 倀椀瀀攀 眀椀琀栀 㐀洀洀 琀栀椀挀欀 愀渀搀 㐀 一䈀 ⠀一漀洀椀渀愀氀 䈀漀爀攀⤀ 䴀匀 倀椀瀀攀 眀椀琀栀 ㌀⸀㈀ 洀洀 琀栀椀挀欀 猀甀瀀瀀漀爀琀 瀀漀猀琀猀⸀ 䴀匀 䈀愀猀攀 瀀氀愀琀攀 漀昀 猀椀稀攀 ㄀㈀ 洀洀 砀 ㄀㈀ 洀洀 砀 ㈀㔀洀洀 愀渀搀 䴀匀 吀漀瀀 瀀氀愀琀攀 漀昀 猀椀稀攀 㤀 洀洀 砀 ㄀㘀㔀 洀洀 砀 ㄀㘀洀洀 琀漀 戀攀 甀猀攀搀 琀漀 栀漀氀搀 琀栀攀 猀椀最渀 戀漀愀爀搀 愀琀 琀栀攀 琀漀瀀 愀渀搀 戀漀琀琀漀洀 爀攀猀瀀攀挀琀椀瘀攀氀礀⸀ 䴀匀 匀琀椀昀昀攀渀攀爀 瀀氀愀琀攀猀 㠀洀洀 琀栀椀挀欀 漀昀 猀椀稀攀猀 㐀㈀ 砀㐀㈀ Ⰰ 㘀㠀㈀砀㐀㈀ Ⰰ ㈀㠀㠀砀㈀㠀㠀Ⰰ ㈀㠀㠀砀㤀㈀㜀 ☀ 㐀㐀砀㄀㌀ 愀爀攀 琀漀 戀攀 甀猀攀搀⸀ 䄀渀挀栀漀爀 戀漀氀琀猀 漀昀 搀椀洀攀渀猀椀漀渀 ㈀㔀洀洀 搀椀愀 愀渀搀 ㄀ 洀洀 氀攀渀最琀栀 愀爀攀 琀漀 戀攀 甀猀攀搀 愀猀 昀椀砀琀甀爀攀猀⸀ 吀栀攀 愀瀀瀀爀漀瘀攀搀 搀椀爀攀挀琀椀漀渀 椀渀昀漀爀洀愀琀椀漀渀 猀栀漀甀氀搀 戀攀 搀椀最椀琀愀氀氀礀 瀀爀椀渀琀攀搀 愀渀搀 猀栀漀甀氀搀 栀愀瘀攀 㜀 ─ 漀昀 琀栀攀 挀漀ⴀ攀昀昀椀挀椀攀渀琀 漀昀 刀攀琀爀漀ⴀ爀攀昀氀攀挀琀椀漀渀 瘀愀氀甀攀猀 愀最愀椀渀猀琀 琀栀攀 瘀愀氀甀攀猀 愀猀 洀攀渀琀椀漀渀攀搀 椀渀 吀愀戀氀攀 㘀⸀㤀 漀昀 䤀刀䌀㘀㜀 ጀ†㈀ ㄀㈀⸀ 吀栀攀 䰀愀琀攀砀 瀀爀椀渀琀攀爀 甀猀攀搀 昀漀爀 搀椀最椀琀愀氀 瀀爀椀渀琀椀渀最 猀栀漀甀氀搀 甀猀攀 椀渀欀猀 眀椀琀栀 氀漀眀 嘀伀䌀 攀洀椀猀猀椀漀渀猀 愀渀搀 栀愀瘀攀 最爀攀攀渀 最甀愀爀搀Ⰰ 攀挀漀 氀漀最漀 挀攀爀琀椀昀椀挀愀琀攀猀 愀猀 瀀攀爀 唀䰀 ㈀㠀 ㄀ 猀琀愀渀搀愀爀搀猀⸀ 吀栀攀 爀攀琀爀漀ⴀ爀攀昀氀攀挀琀椀瘀攀 猀栀攀攀琀椀渀最 猀栀愀氀氀 戀攀 挀漀瘀攀爀攀搀 甀渀搀攀爀 ㄀ 礀攀愀爀猀 眀愀爀爀愀渀琀礀 椀猀猀甀攀搀 昀漀爀 昀椀攀氀搀 瀀攀爀昀漀爀洀愀渀挀攀 愀渀搀 愀 挀攀爀琀椀昀椀攀搀 挀漀瀀礀 漀昀 琀栀爀攀攀 礀攀愀爀猀 伀甀琀搀漀漀爀 攀砀瀀漀猀甀爀攀 爀攀瀀漀爀琀 猀栀愀氀氀 戀攀 漀戀琀愀椀渀攀搀 愀猀 瀀攀爀 䤀刀䌀 㘀㜀ⴀ㈀ ㄀㈀ ⠀䄀猀 瀀攀爀 䴀漀刀吀☀䠀 猀瀀攀挀椀昀椀挀愀琀椀漀渀 一漀⸀㠀 ㄀⤀⸀䌀愀渀琀椀氀攀瘀攀爀 猀椀最渀 猀栀愀氀氀 戀攀 椀渀猀琀愀氀氀攀搀 愀琀 琀栀攀 猀椀琀攀 愀猀 瀀攀爀 琀栀攀 愀瀀瀀爀漀瘀攀搀 猀琀爀甀挀琀甀爀愀氀 愀渀搀 昀漀甀渀搀愀琀椀漀渀 搀爀愀眀椀渀最 瀀爀漀瘀椀搀攀搀 椀渀 琀栀攀 琀攀渀搀攀爀 搀漀挀甀洀攀渀琀 愀渀搀 椀渀挀氀甀搀椀渀最 挀漀猀琀 愀渀搀 挀漀渀瘀攀礀愀渀挀攀 漀昀 愀氀氀 洀愀琀攀爀椀愀氀猀Ⰰ 攀焀甀椀瀀洀攀渀琀Ⰰ 洀愀挀栀椀渀攀爀椀攀猀 琀漀 眀漀爀欀猀椀琀攀Ⰰ 椀渀挀氀甀搀椀渀最 愀氀氀 氀愀戀漀甀爀 挀栀愀爀最攀猀 昀漀爀 昀椀砀椀渀最 琀栀攀 最愀渀琀爀礀 椀渀 瀀漀猀椀琀椀漀渀 眀椀琀栀 愀氀氀 氀攀愀搀猀 愀渀搀 氀椀昀琀猀Ⰰ 氀漀愀搀椀渀最 挀栀愀爀最攀猀 愀渀搀 渀攀挀攀猀猀愀爀礀 昀漀爀 猀愀琀椀猀昀愀挀琀漀爀礀 挀漀洀瀀氀攀琀椀漀渀 漀昀 琀栀攀 眀漀爀欀 愀猀 搀椀爀攀挀琀攀搀 戀礀 琀栀攀 攀渀最椀渀攀攀爀ⴀ椀渀ⴀ挀栀愀爀最攀 攀琀挀⸀Ⰰ 挀漀洀瀀氀攀琀攀慎敭漠⁦潗歲㨠圠摩湥湩⁧牦浯吠潷䰠湡⁥潴䘠畯⁲慌敮†湡⁤瑓敲杮桴湥湩⁧瑡䬠〲〯㈭⼴‰景倠汯牵䌠敨杮浡爠慯⁤湩汣摵湩⁧潃獮牴捵楴湯漠⁦敃瑮敲䴠摥慩Ɱ删捥湯瑳畲瑣潩湡⁤楷敤楮杮漠⁦畃癬牥獴愠摮圠摩湥湩⁧景䴠湩牯䈠楲杤⁥‭噔ⵍ㜱䈨

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Square Metre

Square Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Square Metre

Square Metre

Square Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Cubic Metre

Square Metre

Square Metre

Square Metre

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Total Value put to Tender

Quoted value

Final Quoted Value

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