Corporation Of Chennai Tender
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Corporation Of Chennai Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Dec 2024
Closing Soon7 Jan 2025
Tender Amount₹ 3,86,00,000
Costs
EMD
₹ 3,86,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CoC_514918_1Tender No
Br.D.C.No.B3/1041/2024Tender Authority
Corporation Of Chennai ViewPurchaser Address
-Website
http://http://www.chennaicorporation.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Labour for disconnection of cable and removal of EL/ 8mtr to 11 mtr street lamp post without cable joint
2
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10131.48
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Cutting and clearing scrub jungle
834.45
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6429.77
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Sand and Silt under water (SS20B) Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in slush & silt under water upto 0.75m depth requring the aid of basket and vessels(SS20B)
2040
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247845.31
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Carting away the surplus earth and debris to a lead of 10km including Loading, unloading and dumping in the Corporation land as directed during the execution.
2289
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557490.53
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Earth Work excavtion for foundation in all kinds of soils invarying depths including dismating any mansory or roots met with in foundation shoring with planks and baling water if necessary clearing levelling the site etc., complete with intial lead 10m and a lift of 2m
343
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61237.16
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High Strain Dynamic Load test. Conducting High Strain Dynamic Testing on concrete bored cast in situ pile of 1200mm diameter and avg. 25m depth, provision of hammer, steel helmet, plywood cushion and guide frame for testing including mobilization, data analysis & submission of 2 copies of report.
2
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165200
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Providing Reinforced Cement Concrete cast-in-situ bored PILES of 1200mm diameter in vibrated RCC M35 (Design mix) using 20mm and below HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting-setting up of piling equipment, shifting the same from one pile location to another pile location, dismantling them and reerceting as necessary including all labour for driving or boring and providing temporary casing where required through all soils, leading the excavated earth to a distance of 200m including forming of working platform, forming approaches to the working platform, mixing concrete, filling it in position, compacting, including diversion of water course if necessary and all other incidental charges etc., Complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW PIERS AND ABUTMENTS (Rate for 1m Up to 25 m depth)
575
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7394971.5
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Providing Reinforced Cement Concrete cast-in-situ bored PILES of 1200mm diameter in vibrated RCC M35 (Design mix) using 20mm and below HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting-setting up of piling equipment, shifting the same from one pile location to another pile location, dismantling them and reerceting as necessary including all labour for driving or boring and providing temporary casing where required through all soils, leading the excavated earth to a distance of 200m including forming of working platform, forming approaches to the working platform, mixing concrete, filling it in position, compacting, including diversion of water course if necessary and all other incidental charges etc., Complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW PIERS AND ABUTMENTS (For depth Above 25 m - up to 30 m)
74
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1046879.48
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Providing and driving in position Permanent M.S.liner for 1200mm dia piles from bottom of pile cap as per cl.709.1.4 of IRC 78 - 2014 (up to maximum scour level) including cost of liners and fabricating, welded construction with consumables, labour and plants and driving of MS liner 6mm thick to be left permenantly with the pile shaft as per requirement and as per specification and placing them in position with all lead and lift etc. complete
115
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1998453.9
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supply and fabricating of Corrosion Resistant Steel/HCRM bars of Fe-500D required for all RCC items of works invloved In Bridge Structures in the schedule and cost of TOR steel confirming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening,cutting,bending, type grills with GI wires including overlapping to the required lenght whereever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provsion of spacer bars, cover blocks and all other charges etc., complete, as per standard specifications Fe-500D
85
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9628800
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Shoring, and strutting with sheet piles of size width 400 mm x height of 3m x thickness of 9mm as per IS 2314 1986 by driving on both sides of the trench from Ground Level up to the required depth and connecting the above sheet piles by horizontal strutting with sheet piles at an interval of 1.0m, fixing the sheet piles by connecting the horizontal strutting with casurina poles of 8cm to 10cm dia. at 1.50m interval and including removing the sheet piles after the pipelines are laid, jointed, tested, and stacking it safely for other uses. It includes the cost of sheet piles and casurina poles including labour charges for erecting the sheet piles, driving the sheet piles, removing the sheet piles, fixing Casurina poles, etc., com plete and all other incidental charges for the depth 0 to 7m
100
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977176.88
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Dewatering using 5HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil,pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete.
720
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301599.5
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Stripping of concrete at pile top of piles for the required depth to expose the pile reinforcement so as to anchor the same with pile cap reinforcement ,bending ,cleaning including labour charges, hire charges for tools and plants and all other incidental charges etc complete including cutting extra length of reinforcement if found necessary and as conforming MoRTH specification as directed by the Engineer MORTH Ref. No. 1500, 1700, & 2100 Sl.No.12.08 (Case-II) PG-403
45
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53631
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Providing Ready Mix plain cement concrete M 15 Grade using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing, laying,compacting, including form work, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete confirming to MoRTH specifications, as directed by the Engineer. MORTH Ref. No. 1500, 1700, & 2100 Sl.No.12.08 (Case-II) PG-403
57
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392193.06
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix (To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position, erecting the horizontal and vertical pipe line to the required distance and height, laying,compacting ,providing cover blocks, finishing smooth the surface, including form work & supports, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete (Excluding cost and fabrication charges of steel) confirming to MoRTH specifications, as directed by the Engineer - for Pile Cap MORTH Ref. No. 1500, 1700, & 2100 Sl.No.12.40 (D Case-I) PG-522
292
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2300627.12
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix (To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position, erecting the horizontal and vertical pipe line to the required distance and height, laying,compacting ,providing cover blocks, finishing smooth the surface, including form work & supports, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete (Excluding cost and fabrication charges of steel) confirming to MoRTH specifications, as directed by the Engineer - for Abutment, Pier & pier cap (Rate for upto 5m height) MORTH Ref. No. 1500, 1700, & 2100 Sl.No.12.40 (D Case-I) PG-522
171
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1462097.88
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Providing filter media with 6 to 20mm ISS size graded metal and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance of all materials to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., completed as conforming MoRTH specification as directed by the Engineer
56
-
137182.08
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 35 design mix (To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position, erecting the horizontal and vertical pipe line to the required distance and height, laying,compacting ,providing cover blocks, finishing smooth the surface, including Staging & form work, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete (Excluding cost and fabrication charges of steel) confirming to MoRTH specifications, as directed by the Engineer - for T-Beam & Deck Slab (Rate for upto 5m height) MORTH Ref. No. 1500, 1700, & 2100 Sl.No.12.40 (D Case-I) PG-522
148
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1387864.08
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Providing and fixing of Galvanized Iron drainage Spouts 50mm dia, as pe GOI drawing SD/205 with garting arrangements at top as shown in the drawing and 100mm dia drainage apout projecting at least 600 mm beyond the the bottom of decks slab as shown in the drawing including cost and conveyance of Glavanizes iron pipes and flats and fixing them in position etc., complete as per MORT&H specifications 2705
8
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23582.06
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Supplying and fixing of 24" FRC manhole cover withframe 600mm dia clear opening heavy duty as per IS:12592/2002. The frame & cover shall bear a nonfracture load of 20MT for 30seconds with frameheight of 165mm, cover height 90mm, Bearing(Seating area of cover)75mm with Hot Dip Galvanizing Hook of cover 16mm, frame edgeprotection flat of size 25 x 3mm exposed surface ofM.S. rings shall be painted with anti corrosive bitumastic paint
92
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507680.84
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Supplying and fixing of 24" FRC manhole cover withframe 600mm dia clear opening heavy duty as per IS:12592/2002. The frame & cover shall bear a nonfracture load of 20MT for 30seconds with frameheight of 165mm, cover height 90mm, Bearing(Seating area of cover)75mm with Hot Dip Galvanizing Hook of cover 16mm, frame edgeprotection flat of size 25 x 3mm exposed surface ofM.S. rings shall be painted with anti corrosive bitumastic paint
82
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800108.44
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Providing Grouted Stone Apron(or) Revetment 30cm. Thick Including Supply of Rough Stone To Proper Shape of Size Laying In Position And Packing Preperly Grouting To 23cm. Deep With Stone Jelly Concrete In C.C 1:3:6 Using 20mm Iss Size B.G. Metal And Pointing The Top Portion of Apron Or Revetment To 75mm Deep With cm. 1:3 Including Finishing To Preper Level Stoke Curing Etc. Complete
142.5
-
853894.29
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 40 design mix (To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing , lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including form work, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete (Excluding cost and fabrication charges of steel ) confirming to MoRTH specifications, as directed by the Engineer - Crash barrier/ Handrail (Height 1100mm)
28
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164010.56
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Providing vibrated Reinforced controlled Ready Mix cement concrete M 30 design mix ( To be designed with the material to be used) using 20 mm ISS size HBG metal including cost and conveyance of all materials to site including cement, handling charges for the same, mixing ,
lncluding placing the pump in position , erecting the horizontal and vertical pipe line to the required distance and height , laying,compacting ,providing cover blocks, finishing smooth the surface, including form work, vibration charges, curing concrete, all other tools and plants employed and all other incidental charges etc., complete ( Excluding cost and fabrication charges of steel ) confirming to MoRTH specifications, as directed by the Engineer. MORTH Ref. No. 1500, 1700, & 2100 Sl.No.12.08 (G Case-I) PG-412
229
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1841008.86
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Providing laying, Spreading and compacting Graded Stone aggregates to Wet Mix macadam 250 mm thick specification including premixing the material with water at OMC in Mechanical Mix Plant Carriage and transporting the mixed material by tipper to site, laying in uniform layers with pavers in sub base/basecourse on well prepared surface and compacting with vibratory roller to achieve the desired density, etc.,including cost of material,labour charges,rentls for machinery,fuel and all other incidental charges .Complete as per clause 406 of MoRT& H Specifications.
170
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562909.68
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Providing and laying of prime coat using bituminous emulision at the rate of 7Kg per ten square meter over Granular Base (Wet mix macadam ) the surface 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 per clause 502 MORTH Rev " V"
679
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64097.6
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Providing and laying 75mm consolidated thick Dense Bituminous macadam using 0.40 cum fo 37.50-13.20mm, 0.35 cum of 13.20-2.36mm and 0.36 cum of 2.36mm & below size IRC metal with 71.30 kgs of VG30/ VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20- 30 t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.(This rate is applicable only if the Work is carried out during NIGHT)
51
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617793.44
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Providing and laying of tack coat using bituminous emulision at the rate of 2.5Kg per ten square meter over Granular Base (Wet mix macadam ) the surface 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 per clause 503 MORTH Rev " V"
679
-
13853.09
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Providing and laying Bituminous Concrete 40mm thick using 0.13Cu.m of 19.00-9.50mm,0.17 Cu.m of 9.5-2.36 mm Metal, and 0.26 Cu.m of 2.36 mm and below Metal of specified grading aggregates and0.012 Cu.m with 50.3 kg of VG30 (60/70 grade)bitumen for premixing per 10sq.m including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 40mm with 9m paver finisher to the specified grades and cross sections and consolidated by 8-10 tone Pneumatic Roller to the required density etc., including labour for attending to paver to site etc. including hire charges and fuel charges for 20-30 tonne CMP with bitumen boiler, tipper trucks,9m paver finisher, Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
821
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450230.82
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Providing and laying Mastic Asphalt 25 m.m. compacted thick using13.2 m.m. IRC Metal, Quarry Dust, Lime (Shell Lime) with 80 Kg. of30/40 Grade Bitumen including cost and conveyance of all materials to site, including labour charges etc., and including hire charges and fuel charges for machineries and all other tools and plants required including all other incidental charges etc., complete as per specificationclause 515 of MORT&H
143
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236846.84
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Providing Iron Barricading of size 2m width and 1 m height with 40mm dia MS Tubular pipe for verticalsupports on both sides and three lines of barricading with 25mm size MS tubular pipe and 2 x 1m M.S. Sheet with name board of size 0.60 x 0.45 m size M.S.sheet (20 gauge) including Cutting, Welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality with fixing of indication with reflecting stickers and necessary interlocking arrangements with adjoining units and placing the barricading units as directed at the site for a period of 28 days. The M.S. Sheet barricading is a temproray barricading and can be removed and reused after the completion of work in a particular stretch.
22
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4336.88
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Paving the flooring with CEMENT CONCRETE TILES hydraulic pressed Antiskid tiles as per pattern design 20mm thick in cm 1:3 including pointing with colour cement etc., complete.(ISI) for Footpath
265
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469597.23
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Providing Speed Breakers as per IRC design [Clause 5, 6 of IRC: 99-1988] with Bituminous Concrete (as per clause 509 of MORT&Hspecification) to the required grade level and alignment and rolled withvibratory roller etc., complete and as directed by Engineers and as per the plan enclosed for interior roads
11
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40215.8
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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorsing glass bends @250 gms per sqm area. Thickness of 2.5mm exclusive of surface applied glass bends as per IRC 35. The finished surface to be level, uniform and free from streaks and holes
101
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106070.2
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Providing and fixing reflective road studs of category A raised pavement markers made out of poly carbonate / methyl methecrylate /ABS moulded body conforming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97- Do.III dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflection area of 13 sq.m on each side and the slope to the base shall be 35+/-5degree Each reflectors shall have a CIL not less than values specified in table 2 of said Morth circular. The strength of deteachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2mm 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 manufacturer’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 IRC 35-2015 guidelines and MORT&H specification 804 etc., complete
122
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69100.8
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Providing and Fixing of Retro Refelctorised Cautionary,60 cm circular Mandatory and Informatory signs (with definition board) made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC 67 . 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45mmx45cmx60cm 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 – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67x2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H Specification No.801)
2
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14827.88
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Providing and Fixing of Retro Refelctorised Cautionary, 90 cm equilateral triangle Mandatory and Informatory signs (with definition board) made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC 67 : 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 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 – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801)
3
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24426
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Supplying and installation of delineators (road way indicators hazard markers and object markers), 80 100 cm high above ground level, painted at alternatively black and white in 15cm wide strips, fitted with 80x100mm rectangle or 75mm dia circular reflectorised panels at the top , buried or pressed into the ground and conforming to IRC 79etc., complete (as per MORT&H specification No.806)
8
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22656
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Providing and erecting direction and place identification Retro Refelctorised signs having area up to 0.9Sq.m – Type IV made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC- 67:2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 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 – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT &H Specification No.801)
1
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13559.38
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Providing and erecting direction and palce identification Retro Refelctorised Signs having area more than 0.9Sq.m – Type IV made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC- 67: 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 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 – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per Mort &H Specification No.801)
1
-
13929.9
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Providing and Fixing of Retro Refelctorised Cautionary,90 cm high octagon Mandatory and Informatory signs (with definition board) made out of High intensity Prismatic Grade Sheeting conforming to Type – IV standards of IRC 67 . 2012 and ASTM D 4956 – 09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm. Mild Steel angel and supported on a mild steel angel post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 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 – Reflection sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflection sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801)
2
-
23543.36
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Acrylic anti-carbonation coating for New Concrete (Bridges & Flyover) Providing and Applying Acrylic anti-carbonation coating on concrete surface, which is single component, cold applied, water based acrylic polymer and Specially formulated to Protect RCC substrate that is directly exposed to atmospheric conditions like UV radiation heavy rain, industrial pollution & carbonation. Apply without any dilution @ 0.25L/m2 in 2 coats to achieve DFT of 225 microns, The coating shall have Confirms in accordance with IRC SP:80-2008, Chloride Ion penetration – Concrete Guard (Coulombs) 575 as per ASTM C 1202 : 2019, SRI value of 104 as per ASTM E 1980 : 19 and Crack bridging ability up to 2mm, including priming the surface with 1 coat diluted with water in the ratio 1:1 spreading @ 0.125 L/m2 as self-priming coat. The finished cost to include surface preparation, treatment of cracks completely as per pecification as per the direction of the Engineer In charge.
1378
-
546349.44
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COST OF 8 MTR LONG G.I OCTAGONAL STREET LAMP POLE WITH G,I SINGLE BRACKET (200/100)
21
-
641802
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Supply fixing and maintenance of LED fitting of 40 W to 50 W with 7 years replacement guarantee
21
-
179803.68
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I.SI.MARKED 3 1/2X25 SQ.MM CABLE
403
-
105379.66
... More
10 Amps 30 MA DP RCCB / ELCB
21
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45843
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Cost of KIOSK pillar box
2
-
74576
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Cost of Erection of KIOSK pillar box
2
-
15559.48
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HDPE Pipe of sixer 50mm O.D x 38mm I.D
315
-
38285.1
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SUPPLY OF 63 AMP / 3Phase Analogue single dial AUTOMATIC STREET LIGHTING ON / OFF CONTROLLING TIMER UNITS as per departmental specification
2
-
29500
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Cost of Erection & materials required for 8 mtr OCTOGANAL Street lamp pole with SINGLE BRACKET WITH Hot dip zinc galvanising 1600 mm Anchor bolt & 12 nos. of Flats ( NORMAL SOIL) (Material ratio - 1:1.5:3)
21
-
511335.3
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FIXING OF ABOVE 63 AMP / 3Phase Analogue AUTOMATIC STREET LIGHTING ON / OFF CONTROLLING TIMER UNITS as per departmental specification
2
-
2006
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