TN No 1 2023 24 SDO Dated 19 04 2023

Amount

SUB WORK

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank including existing Road Surface with all leads and lifts as per SS20B, including cost of all labour, equipments sheeting, shoring, and bracing and shells and all incidential charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for EXCAVATION OF FOUNDATION OF RAFT SLAB, RETAINING WALLS as per section 300 of MoRTH specification (5th revision) upto 2m depth

Earthwork excavation in SDR not requiring blasting and depositing on bank including existing Road Surface with all leads and lifts as per SS20B, including cost of all labour, equipments sheeting, shoring, and bracing and shells and all incidential charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for EXCAVATION OF FOUNDATION OF RAFT SLAB, RETAINING WALLS as per section 300 of MoRTH specification (5th revision) from 2m to 3m depth

from 3m to 4m depth

from 4m to 5m depth

from 5m to 6m depth

Earthwork excavation in hard rock requiring blasting and depositing on bank including existing Road Surface with all leads and lifts as per SS20B, including cost of all labour, equipments sheeting, shoring, and bracing and shells and all incidential charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for EXCAVATION OF FOUNDATION OF RAFT SLAB, RETAINING WALLS as per section 300 of MoRTH specification (5th revision) from 6m to 7m depth

Vibrated Cement Concrete of grade M15(Nominal mix) using 20 mm ISS HBG metal admixed with 2% suitable water proofing compound as per IS 2645 : 2003 including Cost and Conveyance of all materials to site and cost of Cement at site including cost of formwork, lead for soft water, labour charges for mixing, transporting, laying and curing concrete,working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting,rendering the surface smooth etc., complete as per relevant standard specification for BASE COURSE BELOW RAFT SLAB.

Appilcation of two coats of approved Water proofing coating over the properly rendered surface of base course & plastered outer faces of RETAINING WALL AND SIDES OF RAFT SLAB

Application of ATATIC POLYPROPELENE (APP) modified polymeric waterproofing membrance (or equivalent of not less than 4 Kg/sqm consisting of 90 micron high moleculer high density polyethelene film as centre core) over the coating of hot bitumun85/25 grade (IS:702-1988) at 1.2 Kg/sqm applied over the coating of water based bituminous primer and fixing the membrane with min 100mm overlaps,sealing rthe joints with L.P.G torch complete for side of Retaining wall,raft slab and over base course as per IS 6494-1988.

Provinding SAND CEMENT SCREED, 1:3,50 mm thick as per IS 6494- 1988 ,admixed with suitable water proofing compound as per IS 2645 : 2003and laid over the APP membrane including Cost and Conveyance of all materials to site and cost of Cement water proofing compound, soft water ,labour charges for curing etc: complete over base course

Vibrated reinforced Cement Concrete M35(Design mix) using 20 mm ISS HBG Grade metal admixed with 2% suitable water proofing compound as per IS 2645 : 2003 including Cost and Conveyance of all materials to site and cost of Cement at site but excluding cost and fabrication of steel but including labour charges for mixing,cost of form work, transporting, laying and curing concrete,working at depths,hire charges for Tools and Plants,rendering the sides of raft slab smooth including all other incidental charges etc.,complete for RAFT SLAB as per section 1500 and 1700 of MORTH specification (5th Revision)

Vibrated reinforced Cement Concrete of grade M35(Design mix) using 20 mm ISS HBG graded metal admixed with 2% suitable water proofing compound as per IS 2645 : 2003 including Cost and Conveyance of all materials to site and cost of Cement at site but excluding cost and fabrication of steel but including labour charges for mixing,cost of formwork, transporting, laying and curing concrete,working at depths, hire charges for Tools and Plants,rendering the outer face of retaining wall smooth,including all other incidental charges etc.,complete for RETAINING WALL as per section 1500 and 1700 of MORTH specification (5th revision).

Vibrated Reinforced Cement Concrete M35(Design mix) using 20 mm ISS HBG graded metal admixed with 2% suitable water proofing compound including Cost and Conveyance of all materials to site and cost of Cement at site but excluding cost and fabrication of steel but including labour charges for mixing,cost of formwork, transporting, laying and curing concrete,working at heights, hire charges for Tools and Plants,,including all other incidental charges etc.,complete for FOOTPATH SLAB.

Vibrated Reinforced Cement Concrete M35(Design mix) using maximum nominal size of coarse aggregate as 20 mm ISS HBG graded metal admixed with 2% suitable water proofing compound including Cost and Conveyance of all materials to site and cost of Cement at site but excluding cost and fabrication of steel but including labour charges for mixing,cost of formwork, transporting, laying and curing concrete,working at heights, hire charges for Tools and Plants,,including all other incidental charges etc.,complete for ABUTMENT.

Plastering the treated area cement mortar 1:3 12mm thick,admixed with suitable water proofing compound as per IS 2645:2003 including Cost and Conveyance of all materials to site and cost of Cement,water proofing compound,soft water,labour charges for curing etc.,complete as per relavent std.specification for ouetr faces of RETAINING WALL AND SIDES OF RAFT SLAB as per IS 6494-1988

Brick work in C.M. 1:3 for 115mm thickness using best quality stock bricks including Cost and Conveyance of all materials to site,labour charges and all other incidental charges etc.,complete over APP on the outer face of Retaining wall and Raft slab as per section 1300 of MORTH specification (5th revision).

Providing and fixing Kraft paper foe full with of seating of deck slab including cost and conveyance towork site,labour for fixing the same in correct position and all other incidental charges etc., complete- for Solid slab (Service bridge)

Vibrated Reinforced Cement Concrete M35(Design mix) using 20 mm ISS HBG graded metal including Cost and Conveyance of all materials to site and cost of Cement at site but excluding cost and fabrication of steel but including cost of formwork and centering,soft water, labour charges for mixing,transporting, laying and curing concrete,working at heights, hire charges for Tools and Plants,,including all other incidental charges etc.,complete as per standard specifications for SOLID SLAB (Service bridge).

Vibrated Reinforced Cement Concrete M35(Design mix) using 20 mm ISS graded metal including Cost and Conveyance of all materials to site and cost of Cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing,transporting, laying and curing concrete,working at heights,soft water,hire charges for Tools and Plants,,including all other incidental charges etc.,complete for BED BLOCK CUM DIRTWALL OVER ABUTMENTS.

Vibrated Reinforced Cement Concrete M40(Design mix) using 20 mm ISS HBG graded metal including Cost and Conveyance of all materials to site and cost of Cement at site, excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing,transporting, laying and curing concrete,working at heights,soft water,hire charges for Tools and Plants,,including all other incidental charges etc.,completes for CRASH BARRIER as per section 811 and 2700 of MORTH specification (5th revision).

Vibrated Reinforced Cement Concrete M35(Design mix) using 20 mm ISS HBG graded metal including Cost and Conveyance of all materials to site including cost of Cement at site but excluding cost and fabrication of steel but including labour charges for mixing,transporting, laying and curing concrete,working at depths,cost of formwork,hire charges for Tools and Plants,including all other incidental charges etc.,completes for KERB as per section 1500 and 1700 of MORTH specification (5th revision).

Vibrated Cement Concrete M30(Design mix) using ISS HBG graded metal including Cost and Conveyance of all materials to worksite including Cement at site,including all labour charges for mixing concrete,laying,hire charges for Tools and Plants,compacting,curing with all leads for softwater,including all other incidental charges,formwork.,completes for WEARING COAT of 75mm uniform thick RAFT SLAB,APPROACH SLAB AND OVER SOLID DECK SLAB as per section 2700 of MORTH specification (5th revision).

Supplying and installation of PVC EXPANSION joint system conforming to specifications for Road and Bridge Works published by Ministry of surface Transport(Road Wings) in the 20mm wide expansion gap provided in between deck and dirt wall over abutment,including cost and conveyance of all materials,cost of tseting as per the MORTH specifications,including as per specifications.

Vibrated Cement Concrete M15(nominal mix ) using 40mm ISS HBG metal, including Cost and Conveyance of all materials to site and cost of Cement at site,including all labour charges for mixing concrete,laying,hire charges for Tools and Plants,compacting,curing with all leads for softwater,including all other incidental charges,formwork etc.,completes for BASE COARSE BELOW APPROACH SLAB as per section 2700 of MORTH specification (5th revision).

Vibrated Reinforced Cement Concrete of grade M30(Design mix) using 20 mm ISS HBG graded metal admixed with 2% suitable water proofing compound as per IS 2645 : 2003 including Cost and Conveyance of all materials to site and cost of Cement at site but excluding cost and fabrication of steel but including labour charges for mixing,cost of formwork, transporting, laying and curing concrete,working at depths, hire charges for Tools and Plants,including all other incidental charges etc.,complete for APPROACH SLAB as per section 2700 of MORTH specification (5th revision).

Vibrated Reinforced Cement Concrete M35(Design mix) using 20 mm ISS HBG graded metal, including Cost and Conveyance of all materials to site including cost of Cement at site but excluding cost and fabrication of steel but including labour charges for mixing,transporting, laying and curing concrete,working at heights,cost of formwork,hire charges for Tools and Plants,including all other incidental charges etc.,completes for STAIRCASE as per section 1500 and 1700 of MORTH specification (5th revision).

Fabrication and fixing of MS HANDRAILS for FOOTPATH AND STAIRCASE as per the Drawing using MS pipes, angles, squares, flats,etc., including cost of steel, fabrication, transportation,painting and fixing at site as directed by the Engineers as per section 2700 of MORTH specification (5th revision).

Supply of fabrication of Fe-500 Steel requried for all RCC items of works involved in the schedule,including cost of stell at site and costr of fabrication labour charges for cleaning the rods strainghtening,cutting,bending,tying grills,including over laping to the required length wherever necessary and placing the reinforcement in position as specified in the drawing includings cost of binding wire , provision of spacer bars,cover blocks and all other incidental charges , etc ., complete

Supply of fabrication of Fe-240Steel requried in the schedule,including cost of steel at site, cost of providing and cost of fabrication, labour charges for cleaning the rods, strainghtening,cutting,bending,tying grills,including over laping to the required rods, wherever necessary and placing the reinforcement in position as specified in the drawing includings cost of binding wire of 18G , provision of spacer bars,cover blocks and all other incidental charges , etc ., complete Fe -240 grade for MESH REINFORCEMENT as per section 1600 of MORTH specification (v Revision)

Provision for Dewatering Arrangements Earthwork excavation in all classes of soil including Gravel except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water,providing and maintaining necessary coffer dams, sheeting, shoring , bracing and their subsequent removal of all logs, stumps, grubs and other deleterious matter and other constructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all other surplus materials etc complete as per relevant standard specification for foundation of rain water collection sump well upto 2m

Earthwork excavation SDR not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water,providing and maintaining necessary coffer dams, sheeting, shoring , bracing and their subsequent removal of all logs, stumps, grubs and other deleterious matter and other constructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all other surplus materials etc complete as per relevant standard specification for foundation of rain water collection sump well 2m to 3m

Earthwork excavation Hard Rock requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water,providing and maintaining necessary coffer dams, sheeting, shoring , bracing and their subsequent removal of all logs, stumps, grubs and other deleterious matter and other constructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all other surplus materials etc complete as per relevant standard specification for foundation of rain water collection sump well 6m to 7m

vibrated cement concrete M15 (N0minal mix) using 40mm ISS graded HBG metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering labour charges for compacting curing including all other incidental charges etc complete as per standard specification for levelling course below sump well and pipe lines..

Vibrated cement concrete M20 (N0minal mix) using 40mm ISS graded HBG metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering labour charges for compacting curing including all other incidental charges etc complete as per standard specification for bottom plugging

Vibrated reinforced cement concrete M30(design mix) using 20 mm graded size ISS HBG metal including cost and conveyance of all materials to site and cost of cement inclusive of unloading and stacking and storage charges at site excluding cost and fabrication of steel but including all labour charges for mixing,transporting laying and curing concrete working in depths hire charges for tools and plants compacting curing and all leads for soft water and all other incidental charges form work etc complete as per relevant specification for walls and ring beam of sump .

Vibrated reinforced cement concrete M30(design mix) using 20 mm graded size ISS HBG metal including cost and conveyance of all materials to site and cost of cement inclusive of unloading and stacking and storage charges at site excluding cost and fabrication of steel but including all labour charges for mixing,transporting laying and curing concrete working in depths hire charges for tools and plants compacting curing and all leads for soft water and all other incidental charges form work etc complete as per relevant specification for columns in pump room.

Vibrated reinforced cement concrete M30(design mix) using 20 mm graded size ISS HBG metal including cost and conveyance of all materials to site and cost of cement inclusive of unloading and stacking and storage charges at site excluding cost and fabrication of steel but including all labour charges for mixing,transporting laying and curing concrete working in depths hire charges for tools and plants compacting curing and all leads for soft water and all other incidental charges form work etc complete as per relevant specification for beams in pump cover slab, lintel and floor slab

Vibrated reinforced cement concrete M30(design mix) using 20 mm graded size ISS HBG metal including cost and conveyance of all materials to site and cost of cement inclusive of unloading and stacking and storage charges at site excluding cost and fabrication of steel but including all labour charges for mixing,transporting laying and curing concrete working in depths hire charges for tools and plants compacting curing and all leads for soft water and all other incidental charges form work etc complete as per relevant specification for cover slab,sunshade and roof slab .

Brick work in CM 1:5 using best quality country bricks(9x4.5x3) including cost and conveyance of all materials to the site and labour charges and all other incidental charges etc complete and as directed by the Engineer incharge for pump house

Plastering with CM 1:3,12mm thick including cost and conveyance of all materials to the site soft water labour charges for curing etc complete as per relevant standard specification for the pump room ceiling.floor and terrace

Plastering with CM 1:4,20mm thick including cost and conveyance of all materials to the site soft water labour charges for curing etc complete as per relevant standard specification for the pump room walls

Supplying and fixing of GI window(air tight)with grill including cost of windows using for GI,fabrication,transporting & fixing the window at site complete.

Fabrication and supply of steel rolling shutter 2.0m wide and 2.13m ht made of 16 gauge steel with both sides locking arrangements including cost of steel,fabrication transporting and fixing the rolling shutter at site complete

Supply and fabrication of Fe-500 steel required for all Rcc items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rods.straightening ,cutting.bending.tying grills including overlapping to the required length whereever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire,proision of space bars.cover blocks and all other incidental charges etc complete for Fe-500 grade steel for pump house sump wells etc

Fabrication and supply of steel ladder 0.45 m wide for a vertical depth of 11.85m with hand rails with galvanized finish ladder of ISA 65x65x6 mm ladder step consist of 26mm mifabrication of ladder in force parts and fixing of ladder into the well wirth IS 65x65x6 at required place and supporting of hand rails with ISA place and supporting of hand rail with ISA 65X65X6mm at an interval of 2m C/C including cost of steel,fabrication,transporting and fixing at site as direction of departmental officers.

Fabrication and supply of mild steel grating and handrails as per the drawing and as directed by the Engineer using MS 2 pipes and Mild steel flats aincluding cost of steel,fabrication,transporting and fixing at site as direction of the departmental officers.. grating over coverslab

grating over cast iron pipe 250mmdia

grating over cast iron pipe 600mmdia

supplying and fixing of 600 dia cast iron pipe from subway to the collection pit including cost and conveyance of the pipe and jointing the pipes with lead joining including cost and coneyance of all materials required for joining labour for joining and fixing the pipe in proper position and all other incidental charges etc complete for drain pipe from one collectiion chamber to other collection chamber

Supply and fixing of 300 dia cast iron pipe from sump Collection pit /sump well including cost and conveyance of the pipe and joining the pipe with lead joining including cost and conveyance of all materials required for joining labour for joining and fixing the pipe in proper position and all other incidental charges etc complete for drain pipe from one collection chamber

Supply and fixing the Submersible / centrifugal sewage non clog slurry pump of suction head of 15m and discharge of 200 cum/hr with suction pipe of 15m, Foot valve,delivery pipe.gate valve and other extra fitting to fix in position in the running condition and installing to specification including cost and conveyance of all materials required and all other incidental charges including panel box etc complete 10 HP submersible Pump

15 HP diesel centrifugal pump

15 HP electrical pump

Supply and fixing of 62.5 KVA generator set for feeding Power from supply to pump setts part of electrical load in the event of Eb supply Failure Generator Pump sets installed in the room constructed above sump

Provision for Grouting Placing and fixing 12mm dia GI threaded nozzles of suitable length in an approximate grid pattern at a spacing not exceeding 1.5m C/C on the entire RAFT and RETANING WALL prior to or during concreting similar threaded nozzles shall also be fixed at regular interval not exceeding 1.0m apart along the construction joints adequate precautions shall be taken to keep the nozzles plugged at both ends to prevent them from getting clogged by cement. similar nozzles shall also be fixed at critical joints if requried.

Grouting the prefixed nozzles with injection of C NON SHRINK POLYMERIC GROUTING COMPOUND the nozzles under the presure by pump after the sufficient hardening or after 28 days and seal the nozzles after the injection opration with STRUCO - F quick setting admixture including " CICO/EXCEM -C- NON SHRINK POLYMERIC COMPOUND" QUICK setting admixture admitted with cement pump labour charges and other incidental charges etc, as per relevant standard and specifications with an guarantee period of 10 years.

Providing and fixing PVC Water Stopper of standard size 300mm width 8 mm thick heavy duty model approved by the Engineer-in-charge of required length including cost and conveyance of all materials to site including labour charges for fixing the same in position as directed by the departmental officers all other incidental charges involved etc, complete as per standard specification for joints between retaining wall between the raft, between highways and railway portion abutment porion etc, complete as per MOST 2600

Provision for Disposal of surplus Earth Disposal of excavated earth by transfer with a lead of 5 km away from worksite as directed by the Departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete.

Provision for Tiles Flooring For Staircase Supplying and fixing in position cement based hydraulically pressed anti skid ties in cement mortar CM 1:3 20mm thick and pointed with same color cement etc including conveyance and labor charges etc complete as per relevant standard specification over landing slab and steps of staircase

Provision for Road Furniture Providing and fixing of Retro Reflectorised Cautionary boards, mandatory and informatory signs (with or without definition board) made out of HIgh intensity Prismatic Grade sheeting confirming to IRC 67-2010 and ASTM D 4956 - 09, Type IV Specification and fixed over 1.50 mm thick aluminium sheet fixed angle and supported on a mild steel angle iron post 75 mm X 75 mm X 6mm firmly fixed to the ground by; means of properly designed foundation with M 15 grade cement concrete 45 X 45X 60 cm, 60 cm below G.L etc complete including 7 year warranty for the Retro Ref;ectove Sheeting as per clause 6.9 of IRC 67: 2010 Specification. (as per MorT & H specification No. 801) (Item No. 1(ii) of minutes 174th the meeting of BOE) (A) Retro - Reflectorised Traffic signs (without definition board) 60 cm Square

(A) Retro - Reflectorised Traffic signs (without definition board) 90 cm Triangle

Providing and erecting direction and place identification retro reflectorised sign as per IRC 67-2010 made of Hgh intensity Grade vide Clause 801.3 fixed over Aluminium sheeting, 1.50 fixed on back supporting frame and supported on a mild steel single angle iron post 75 mm X 75 mm X 6 mm 2 Nos. firnmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 X 45 60 cm below ground level as per approved drawing. (Item No.3(i)of minutes of 138 of the meeting of BOE) (1)Sign board made of Retro Reflective Type IV sheeting, ASTM D 4956 Specification. for sign having area upto 0.90 Sqm

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectoring 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 levelled, uniform and free from streaks and holes etc. complete as per Specification.

Providing and fixing reflective road studs of "category B" raised pavement markers made out of poly carbonae/ABS moulded body and reflective panels(bi-covex reflectors)with micro prismatic lens capable of providing total internal reflection of the lifht entering the lens face with retro - reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also fonfirm to the MORTH circular NI. RW/NH. 33023/10/97-DO.III dt 11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90mm and base of markder shall be flat within 1.3 mm. The marker shall support a load of 13635 Kg tested in accordance with ASTM D 4280. Lenses shall be moulded of Poly carbonate or methyl methecrylate fonforming to ASTM D788. The area of each retro - refloctory surface shall not be less than 13.0 sq. cm.. The slope or retro - refloctory surface shall be 35 + 5 degree to base. Each 4reflector shall have a CIL not less than values specified in table 2 of said MORTH & H circular and two cylindrical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage.

supplying of solar raised pavement markers made of polycarbonate molded body, solar powered LED self -illumination in active mode , 120 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode . The product shall support aload of 13635kg tested in accordance to MORTH and ASTM D 4280 D 4280 type H.T .he product shall be resistance to water ingress according to IP 65 standards with IS 12063:1987 category 2 and should withstand temperatures in the range of -7 C to70C.Flashing rate and colour lighting to be provided as per requirement.There should be minimum current losses of lessthan 20 micron-ampers in sleeping mode to enhance product life and charge should be provide for a minimum density of 50hours.The height ,width and length shall not be less than 10mmX 100mmX 100mm.Fixing will be by drilling holes on the road to the shanking to go inside , without nails and using epoxy resin based adhesive as per manufactures recommendations and complete as directed by the engineer. Warantly certificate and test reports conforming to compressiv e strength as per MORTH circular as be obtained from the manufacturer and submitted to the engineer-in-charge .Two years warrantly certificate for solar RPm for the quantity installed and a cettificated copy of test reports from an independent test report labouratory conforming to water ingress shall be obtained from the manufacturer by the contractor and submitted engineer-in-charge.

Supplying and installation of delineators(rotary indicators,hazarad markers(object materials) 80-100 cm above ground level painted black@white in 15 cm wide strips fitted with 80x100mm rectangular or 75 mm dia circular reflectorised panels at the top buried or pressed into the ground conforming to IRC 1979 etc complete as per MORTH specification NO 805

Supplying and fixing of RCC Guide Post of size 1.20X0.20X0.20 with reflective star stickers with tin MS sheet with top side packing and top cover of 0.75 inch with RCC 1:2:4mix using 20 mm HBG ISS metal with 10mm dia bars at vertical and 8mm dia stirrups including 8.25 inchx 4.25 feet mould with star shape of 5 inch and top projection by 0.75x3 inch including cost of all materials to work site etc .complete.

Provision for Painting Painting two coats over the walls using readymix emulsion paint over one coat of water cement primer including cost of primer,cleaing and scrapping the walls rendering the walls smooth with necessary putty, brushes, scaffolding arrangements labour charges etc., as per standard specifications

Painting two coats with ready mix plastic emulsion paint and approved colour over prime coat in the cement surface for Zebra marking,including scraping, cleaning and removal of dirt parts, necessary putty, brushes, labour charges etc., complete

Provision for GI Hand Railing Over Crash Barrier Providing & fixing hand rails and posts with 65 mm dia GI pipes as vertical posts at 1.0m c/c intervals and 3 nos of 32mm dia GI pipes for horizontal hand rails over the crash barriers including cost and suply of pipes and welding and fixing charges and labour charges etc(including Painting)

Calculation of SubTotal, GST and Total carried out by system automatically Sub Total Amount for above all items

GST 12% for the above SubTotal Amount

MUTHURAM ENTERPRISES