Redevelopment of Race Course Road From Guindy Bridge Junction to Chakrapani Street Junction in Division 172 Zone 13 Under Mega Street Projects

Amount

Dismantling of RCC works carefully, clearing away the debris as directed during the execution.

Dismantling of plain cement concrete work and clearing the debris etc., complete.

Carting away the surplus earth and debris to a lead of 9KM including loading unloading and dumping in the corporation land as directed during the execution.

Earth work excavating and depositing on bank with initial lead of 10 mts and initial lift of 2 mts. In hard stiff clay, stiff black hard earth , shales muram, gravel stoney earth and earth mixed with small size boulders and hard gravelly soil ( SS 20 A)

Supplying clean Crushed Stone Sand (Commercially called M-Sand) Sand sand and filling in regular layers of 15cm thick each including watering, consolidating etc. complete for foundation, basement, etc.

Supply and filling of earth upto 20 km. For foundation and basement etc., including watering and consolidating etc., complete

Plain Cement concrete work 1:4:8 (1 cement, 4 Crushed Stone Sand (Commercially called M?Sand) and 8 blue granite broken stone jelly 40mm gauge) including consolidation curing, etc. complete for foundation, etc. upto basement

Plain cement concrete work 1:3:6 (1 cement 3 river sand and 6 broken stone jelly 12 to 20mm gauge) including consolidation curing etc. complete.

Plain Cement concrete work 1:3:6 ( 1 cement,3 Crushed Stone Sand (Commercially called MSand) and 6 bluegranite broken stone jelly 40mm gauge) including consolidation, curing,etc.,complete upto basement

Providing and laying in position ,Standardised Concrete Mix M40 Grade in accordance with IS :456-2000,using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 440 kg/m3 and m,aximum water cement ration of 0.40, including admixture (Plasticiser/ Superplasticier) in recommended proportions as per IS:9103 to accelerate ,retard setting of t will be made by the Department for the excess usage of materials) Concrete,improve workability without impairing strength and durability with about (5.0 cum) 7730 kg of 20 mm machine crushed stone jelly and with about (3.3 cum) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.79 cum) 7670 kg of sand, nut excluding cost of reinforcement grill and fabricating charges,centering and shuttering and also including laying,vibrating with mechanical vibrators,finishing,curing,etc and providing complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standrands.(No separate paymen

Supplying, fabricating and placing in position Mild steel / Ribbed tor steel for all RCC works as per design given including cost of steel and GI binding wire (18 G) in all floors etc., complete complying with standard specification (contractor has to make his own arrangements for the supply of steel and binding wire)

Supplying and erecting shuttering including necessary supports for plane surface in foundation and basement for RCC column footings,pintol blocks, plinth beam, staircase steps, critical steps, critical piers,etc.,using mild steel sheets of size 90x60cm and 10 gauge stiffened with welded mild steel angles of size25x25x3mm for boarding laid over silver Oak (country wood) joists of size 10x6.5cm spaced at about 90cm centre to centre and supported by casuarina props of 10 to 13cm dia spaced at 75cm centre to centre etc.,complete.

Brick work using best quality II class table moulded chamber burnt bricks of size 9" X 4-1/2" X 3" in cement mortor 1:3 for foundation and basement including curing etc complete complying with standard specification

Construction of inspection chambers of 60x60x60cm sizeswith earth work excavation for foundation, 23cm thickconcrete bed using 40mm brick jelly concrete in C.M. 1:4:10 forfoundation, brick work in C.M. 1:6 for chambe, plastering withC.M. 1:3 12mm thick, benching, channelling, supplying and fixing45x45cm medium weight FRC cover and frame, etc., complete(M.D.49)

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

Supplying and fabricating of stainless steel pipe 50mm dia (14gauge) 304 gradewithbaseplate and clamp fixing including polishing and generator charges etc.

Providing and laying in position ,Standardised Concrete Mix M-20 Grade in accordance with IS :456-2000,using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and m,aximum water cement ration of 0.55, including admixture (Plasticiser/Superplasticier) in recommended proportions as per IS:9103 to accelerate ,retard setting of concrete,improve workability without impairing strength and durability with about (5.0 cum) 7730 kg of 20 mm machine crushed stone jelly and with about (3.3 cum) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.79 cum) 7670 kg of sand, nut excluding cost of reinforcement grill and fabricating charges,centering and shuttering and also including laying,vibrating with mechanical vibrators,finishing,curing,etc and providing complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standrands.(No separate payment will be made by the Department for the excess usage of materials)

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum 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 VG30 bitumen ( Procured from State/ Central Public sector undertakings only) 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 work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, 9m paver finisher, Vibratory 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 MORTH Rev-5 [The Rate Is Applicable Only if the work is carried out during Night and It Is Laid By 9M Paver Finisher]

Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00-9.50mm,0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen ( Procured from State/ Central Public sector undertakings only) 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller & 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, 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 507 of MORTH Rev-5 (This Rate Is Applicable Only If The Work Is Carried Out During Night And If It Is Laid By 9M Paver Finisher).

Reinforced cement concrete bollards with M20 grade concrete and 150mm dia TMT of overall size 800mm 100mm projection of TMT rods at the bottom of the bollard beyond 800mm for anchor. Black pigment at 4.5 percent weight to cement will be used. Two strips of reflective 3M sticker of width 40mm, including transportation and fixing charges etc.

Cold Milling of Existing Asphalt surface to the required depth using milling mchine including hire and running charges for the machine cleaning the milled surface as to avoid slippery including all other incidental charges and other unforseen charges etc., complete.

Providing And Laying 3 Line Hand Dressed Granite On Top With Machine Cut On All Other Sides (50mm Thick) Granite Slab Over Cement Mortar 1:3 For Platform (Pavement) Flooring Including Cost And Conveyance of Granite From Available Source Including Labour Charges For Fixing The Slab In Position To The Line Level And Gradient Including Pointing With cm.1:3 And All Other Incidental Charges Etc. Complete.

Supplying and fixing of Ductile Iron manhole cover hinged with frame clear opening of size 900mmx900mm of class C-400 (Heavy Duty 25MT) of appropriate size and load capacity of approved brand to BSEN 124:1994 Standards. Raw material should be of grade SG/500/7 as per IS-1865. Product should be tested in NABL/NTH accredited test lab for load capacity. The lifting arrangement should have an insert of 5mm in SS 304 socket type with key hole

Providing And Laying In Position, Standarded Concrete Mix M-20 Grade In Accordance With Is:456-2954 Using 20mm Ond Down Graded Hard Broken Granito Stone Jelly For All Rcc Items of Works With Minimum Cement Content of 325 Kg/M3 And Maximum Water Cement Ratio of 0.55, Including Admixture (Plasticiser / Super Plasticiser) In Recommended Proportions As Per Is:9103 to accelerate, Retard Setting of Concrete, Improve Workabilly Without Impairing Strength And Durability With About (5 Cu.In.) 7730 Kg. of 20mm Machine Crushedstone Jelly And With About (3.3 Cum.) 5150 Kg. of 10-12mm Machine Crushed Stone Jelly And With About (4.79 Cu.m.) 7670 Kg. of Crushed Stone Sand (M Sand), But Excluding Cost of Reinforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing and including pumping charges Etc. And Providing Fixtures Like Fan Clamps In The Rcc Floor/ Roof Slabs Wherever Necessary Without Claiming Extra, Etc., Complete Complying With Standard Specification And As Directed By The Departmental, Officers. The Coarse And Fine Aggregates To Be Used Should Comply With The Requirements of Is Standards. (No Separate Payment Will Bemade By The Department For The Excess Usage of Materials) (If pumping of Concrete is required).

Providing And Laying. In Position, Standardised Concrete Mix M-30 Grade In Accordance With Is:456-2000; Using 20mm And Down Graded Hard Broken Granite Stone Jelly For All Rcc Items of Works With Minimum Cement Content of 400 Kg/M3 And Maximum Water Cement Ratio of 0.45 Including Admixture (Plasticiser / Super Plasticiser) In Recommended Proportions As Per Is:9103 to accelerate, Retard Setting of Concrete, Improve Workability Without Impairing Strength And Durability With About (5.0 Cu.m.) 7730 Kg. of 20mm Machine Crushed Stone Jelly And With About (3.3 Cu.m.) 5156 Kg. of 10-12mm Machine Crushed Stone Jelly And With About (4.79 Cu.m.) 7670 Kg of Crushed Stone Sand (M Sand), But Excluding Cost of Reinforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing and including pumping charges Etc. And Providing Fixtures Like Fan Clamps In The Rcc Floor/ Roof Slabs, Wherever Necessary Without Claiming Extra, Etc., Complete Complying With Standard Specification And Os Directed By The Departmental Officers, The Coarse And Fine Aggregates To Be Used Should Comply With The Requirements of Is Standards. (No Separate Payment Will Be Made By The Department For The Excess Usage of Materials) (If pumping of Concrete is required).

Concrete Strip Providing And Laying In Position, Standardized Concrete Mix M-40 Grade In Accordance With 15:456-2000, Using 20mm And Down Graded Hard Broken Granite Stone Jelly For All Rcc Items of Works With Minimum Cement Content of 440 Kg/M3 And Maximum Woler Cement Ratio of 0.10, Including Admixture (Plasticizers / Super Plasticizers) .In Recommended. Proportions As Per Is:9103. to accelerator, Retard Setting of Concrete, Improve Workability Without Impairing Strength And Durability With About (5.0 Cu.m.) 7730 Kg. of 20mm Machine Crushed Stone Jolly And With About (3.3 Cu, M.) 5136 Kg. of 10-12mm Machine Crushed Stone Jelly And With About (4.79 Cu.m.) 7670 Kg. of Crushed Stone Sand (M Sand), But Excluding Cost of Reinforcement Grill And Fabricating Charges, Centering And Shuttering And Also Including Laying, Vibrating With Mechanical Vibrators, Finishing, Curing and including pumping charges Etc. And Providing Fixtures Like Fan Clamps In The Rcc Floor/ Roof Slabs Wherever Necessary Without Claiming Extra, Etc., Complete Complying With Standard Specification And As Directed By The Departmental Officers. The Coarse And Fine Aggregates To Be Used Should Comply With The Requirements of Is Standards. (No Separate Payment Will Be made By The Department For The Excess usage of Materials)

Providing and laying precast saucer type drain of size 600x300 x 50mm with M30 GRADE concrete including the Cutting of the existing bituminous surface of 10 cm thickness and PCC of 1:3:6 for leveling and maintain the gradient to drain the water from road to Storm water Drain etc and complete

Providing and laying Tack coat over the existing bituminous surface using 2.0 kgs of bitumen emulsion (Rapid Setting 1) ( Procured from State/ Central Public sector undertakings only) per 10 Sq.m area including cost of bitumen emulsion at the site, including labour charges for preparing the surface, and applying the required quantity of bitumen emulsion as Tack Coat using bitumen sprayer etc., complete as per Clause 503 of MoRT&H Specifications Rev.5 (This rate is applicable only if the Work is carried out during NIGHT)

Providing And Fixing of Flexible Spring Post/ Tubular Marker Made Up of Polyurethane Used To Divide Opposing Lanes of Road Users Shall Be Flexible In Nature. Tubular Marker Having Minimum Height 700mm Shall Be Having Minimum 3Inch Reboundable Work Zone Retroreflective Sheeting Class A (Type-1) As Per Astm 4956 S2. Application of Tubular Marker Shall Be Done As Per Irc Sp 55-2014. Test Report For Type I Reboundable Sheeting And 1 Year Warranty For The Product To Be Provided. Logo / Information Shall Be Digitally Printed On The Retro Reflective Sheeting.

Supplying and fixing F R C Grating of size 300mm x 300mm for alround tree pits for percolation of rain water including sundries n for poiting ect.

Supplying and fixing of Rubber moulded grey premium concrete kerb of size 450x125x300mm using M30 concrete. The concrete shall be moulded by table mount vibrated with polupropylene fibres at 5% and curing compound. The rate shall include transportation loading unloading charges and all taxes including necessary earth work pointing with cm 1:3 to full depth curing thread lining Etc complete.

Providing and fixing reflective road studs of category a raised pavement markers made out of poly crabonate / 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 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 Sqcm 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 manufacturer's 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.

Providing and fixing Mandatory/Regulatory circular shape of 600 mm dia made out of composite material ( ACM) sheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67- 2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C (Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/ convertor issued for field performance including the screen printed areas and cut- out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.

Providing and fixing of retro- reflectorised informatory sign board rectangular in shape having area less than 0.9 square meter made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground,border and back side retoreflctive symbols, letters, numerals,arrow as per IRC:67- 2012 Table No 8.3, supported with backsupport frame 25mm x 25mm x 3mm, duly painted on back sidewith two coats of grey stove enamel paint and supported on n ne no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C ( Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas MORTH 801

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 completed as per MORT& H specification no.803

Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of 600 mm made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No8.3 Supported with back support frame 25mm x 25mm x 3mm,duly painted on back side with grey stove enamel paint andsupported on one no. of M. S.angle iron post of size 65 mm X65 mm X 6 mm, 3.45 m long, duly painted with with flat oilpaint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 gradeconcrete block of size 60cm X 60cm X 75cm including transportation etc; complete. ClassC (Type XI Micro prismaticgradesheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Removing cement concrete kerbs, clearing away and stacking the same for reuse.

Cutting bituminous concrete / Cement concrete surface of 300mm thick and width of 300mm using machineries (Jack Hammer) including hire charges of machineries and labour charges etc. complete.

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired ensity,complete as per clause 401 -- Plant Mix Method and Grading -II Material-MORTH 401

Supplying and fixing Rubber moulded Interlocking Blocks against available edge restraints 60 mm thick of approved Design and pattern of Strength 40 N/Sq.m., 10 mm ISS metal with minimum cement content as applicable to M 40 grade concrete as per IS 456 2000, manufactured by mechanical or hydraulic machine using VIBRO COMPACTION Process and laid over 50 mm thick laying course (bedding) River Sand well compacted by plate Compactor with a joint width of 2 mm to 5 mm including filling of all joints with. River sand and compacting the paved surface with plate compactor two or three times until all the Unit to Unit joints are completely filled with River sand and trimming the edges neatly including all labour charges and plate compactor charges etc., complete. [Cost Inclusive of River Sand].

Supplying and fixing Rubber moulded Interlocking Blocks against available edge restraints 80 mm thick of approved Design and pattern of Strength 40 N/Sq.m., 10 mm ISS metal with minimum cement content as applicable to M 40 grade concrete as per IS 456 2000, manufactured by mechanical or hydraulic machine using VIBRO COMPACTION Process and laid over 50 mm thick laying course (bedding) River Sand well compacted by plate Compactor with a joint width of 2 mm to 5 mm including filling of all joints with. River sand and compacting the paved surface with plate compactor two or three times until all the Unit to Unit joints are completely filled with River sand and trimming the edges neatly including all labour charges and plate compactor charges etc., complete. [Cost Inclusive of River Sand].

Supply and fixing of Swing 2-Seater with Rubber Seat: A-Frame :1 ½” Galvanished ‘B’ class pipe Top Rail : 2” Galvanished ‘C’ Class Pipe Seats : Rubber Chain : 8mm Stainless Steel Chain (Grade- 304) Painting with PU coating Product area: 10’ft * 9’ft Play area :15’ft * 15’ft

Supply and fixing of See-Saw 4 Seater FRP: Height :1 ½ ‘ft Width :5’ft Frame : 1 ½” Galvanished ‘B’ Class pipe See saw Rail :2” Galvanished ‘C’ Class pipe Seat : FRP Seat with 450 CSM Mat 3 Layers bonding. Isotolic gel coat with UV pigment. Painting with PU coating seat size : 15”ft * 14”ft, Product area : 5’ft * 10’ft, Play area:8’ft * 12’ft

Supply and fixing of Horizontal Ladder Material:1 ½” & ¾” Galvanished ‘B’ Class pipe Heigh t : 7’ft Product area: 2’ft * 10’ft Play area : 4’ft * 14’ft

LABOUR FOR DISCONNECTION OF CABLE AND REMOVAL OF ONE NO OF EL / OH / 9.5 / 11 MT TUBULAR STREET LAMP POST WITH OUT CABLE JOINT

Supply and laying of I.S I.MARKED 2X25SQ.MM CABLE

HDPE pipe of size 90 mmOD x 76mm ID ( thickness 7 mm) with silicon coating, colour other than black confirming to is standards

LAYING OF CABLE ALONG ROAD / STREET THROUGH 50mm O D, H.D.P.E. PIPE (TRENCH SIZE 45CM WIDTH X 75 CM DEPTH)

Cost of Erection & materials required for 6 mtr OCTOGANAL Street lamp pole with DOUBLE BRACKET WITH Hot dip zinc galvanising 800 mm Anchor bolt & 8 nos. of Flats ( NORMAL SOIL)(Material ratio - 1:1.5:3)

Cost of Erection & materials required for 3 mtr Garden lamp pole ( Post of Lantern Type) CONVENTIONAL FOUNDATION(Material ratio - 1:1.5:3)

Supply & stacking of red earth at site to the departmental guage for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete.

Supply of well decomposed Farm yard Manure in a powdery form, devoid of soil sand, stones, plastics and other materials, highly nutrient and which supports plant growth.

Mixing charges of Red soil, sand and manure uniformly (1:1:1) for Preparation of soil mixture (excluding material cost)

Spreading of red soil, gravel or sand including watering and rolling which hand roller for every 75 mm thickness - including hire charges of roller.

Supply and stacking of pit sand / earth filling sand at site to the departmental guage for premeasurements obtained from sand deposits and should clean whithout solid particles

Planting of Duranta new gold Plant ornamental foliage shrub variety of height 30-45 cm in polythene bag of dia 20 cm including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Planting of Ixora dwarf varieties foliage shrub variety of height 30-45 cm in polythene bag of dia 20 cm including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Planting of Lilly foliage shrub variety of height 30- 45 cm in polythene bag of size 6x8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in?charge.

Supplying and Planting of Ashoka tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required Each size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Supplying and Planting of Cassia fistula tree sapling of height 240 - 270 cm in polythene bag of dia 30cm including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Supplying and Planting of Peltophorum tree sapling of height 240 - 270 cm in polythene bag of dia 30cm including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.

Construction of cast-in-situ Catch pit of inner size 600 X 600 X 600 mm including necessary excavation including providing foundation in PCC 1:4:8 under walls 150mm thick and cutting the existing storm water drain of size 300 X 150mm for fixing 2 nos of 160mm dia PVC pipe on the storm water drain mouth, with RCC cast in situ wall of size 120mm in RCC 1:1.5:3 with steel of 10.60 kg includiong fixing FRP Grating Cover with Frame of Size 700 X 700 mm (Clear opening 600 X 600mm)-10MT- Completing the finishing work etc.,cost per each number

Towards the hire charges for providing temporary approach platforms to the residences near execution site including the cost of fabrication,placing properly across the drains removing the same after the work is complete etc as directed by Engineer in charge. The approach platform will be made of 2.40 m x 1.20 m – 6 mm MS sheet fabricated with 50mm dia B-class MS pipe- 3.6m at bottom longitudinal and 3 Nos MS flat 25mmx6mm cross direction and both side of hand rail with 50mm dia 1 No of horizontal and 2 Nos of Vertical support including fixing MS flat drilled and suitable for joining with bolts and nuts including cost of materials, welding, painting etc complete

Construction of Jogging track with Elastic, seamless, flexible coloured flooring for a thickness of 18mm. It consists of a shock – pad base of 2 layers, first layer is a base layer of prefabricated, shock-pad roll in thickness of 10 mm and second layer a base of flexible, coloured epdm granules (0.5 – 1.5 mm) in thickness of 6 mm. Each 295.00 Then follows a PU flexible pore filler coating, POLYSPORT STUCCO 1050, in 2 layers and a sealing PU, UV-resistant aliphatic top layer, POLYSPORT 1052, in two crossing layers.

Supply of NP3 Class RCC Pipe confirming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications.(900mm dia)

Hoisting and fixing of NP3 class RCC Pipe and collars in proper gradient and jointing pipe with collar by packing cement slurry dipped hemp yarn and packed with cement mortar 1:5 including all labour charges and all other incidental charges etc., complete (900 mm dia)

Mazdoor for Traffic diversion un-skilled category-II (Wardans)

Street Light LED Fixture at 6M Ht Light Chara ,(7500 Lumens), (60W-65W) Power Module LED, 4000K Street Light LED Fixture at 4M Ht Light Chara ,(4500 Lumens), ( 30W-40W) Power Module LED, 4000K Street Lighting Pole to Mount Chara LED Light Fixture 6M-7M Height Twin Side Differential Arm Pole - 114mm/89mm Dia Hot Dip GI Pole With 2 Component Epoxy Primer & PU Painted with Neri Grey Colour.

Supply of Quantum Industries make 2Pack Cold Plastic Paint: Providing and applying Cold plastic paint two component rolled on surfacing material solvent free, high build two pack seamless, tough, skid resistant, material which has property of attaining 1.00 mm thickness in single coat application white (or as required colour) based on colour retaining acrylic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete for seamless coloured road surfacing on cycle track, pedestrian crossing, walkways, (work shall carried out as per IRC 35-2015) including Providing and applying Primer to enhance the adhesion of Cold Plastic

Providing and fixing in position self standing Dual Dustbin of approved design and make of minimum height of 0.85 meter dia 0.60 meter (capacity min 60 ltrs) designed for accommodating dry as well as wet kind of trash in the garden made out of perforated metal of 5mm thk with powder coated in approved shade matt finish as per drawings.

Post Top Pole 4M Ht Post Top Hot Dip GI Pole With 2 Component Epoxy Primer & PU Painted with NeriGrey Colour Pathway Post Top LED Fixture Light 110, (30W-40W) 4500 Lumens Power Module LED, 4000K

Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables comforming to ASTMF 2160, ASTM D 2444 and /or equivalent indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The colour of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation. Outer sheet thickness shall be 1.2mm +/- 0.2mm. The inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm +/- 0.3mm. ISO Requirements- ISO 9001, 14001, 18001, complete as per specifications and directions of Engineer-in-charge.

Tactile paver Type of New Tek BT Yellow colour ceramic tiles of size 305x305x15mm for vision Impairment person

Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 200mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Officers - For depth upto 2m - 200mm dia (OD) HDPE pipe

Supplying and fixing of Bus shelter of size 6.00M x 2.50M with 3.0 Nos of vertical supports ( 2.70 m height ) made out of stainless steel pipes of grade 316 and dia 219mm (OD) with suitable trusses, and stiffening plates with seating arrangements etc.,( 6m x 2.5m)

Providing illumination boards back light adversiting panel and side board for displaying Bus Route Numbers and lighting arrangements to the Bus shelters and roofing with 6mm thick Polycarbonate sheet for the shelter.( 6m x 2.5m)

Supplying and fixing Banners including M.S.Frame work (6m x 2.5m)

Supplying & Laying D.I. pipes including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10 m and initial lift of 2m carting the pipes from any of the Board’s Stores to the site of work lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc., (150mm Ø Pipes at 1.5 m depth)

Supplying & Laying D.I. pipes including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10 m and initial lift of 2m carting the pipes from any of the Board’s Stores to the site of work lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc., (300mm Ø Pipes at 1.5 m depth - Crossing)

Supplying & Laying D.I. pipes including earthwork excavation for trenches in hard stiff clay, blackcotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10 m and initial lift of 2m carting the pipes from any of the Board’s Stores to the site of work lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc., (100mm Ø Pipes at 1.5 m depth - Crossing)

Supply & Filling Stone dust including levelling watering, ramming, consolidation etc., complete

Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites

Construction of 80mm Double Air Valve chamber for 100mm to 350mm dia.pipeline including providing and fixing FRC cover and frame of size 60 x 60cm for size 1.2 x 0.9 x 1.8 m

Cutting Charges for 150mm Ø pipe

Making of Rubber Joints for 150mm Ø Pipe

Construction of thrust blocks using Cement Concrete 1:3:6 ,40mm B.G.jelly for Plain Cement Concrete for 150mm Ø - 22 1/2°

Construction of thrust blocks using Cement Concrete 1:3:6 ,40mm B.G.jelly for Plain Cement Concrete for 150mm Ø - 45°

Construction of thrust blocks using Cement Concrete 1:3:6 ,40mm B.G.jelly for Plain Cement Concrete for 150mm Ø - 90°

Testing of M.S./C.I./P.V.C./D.I pipes with hydraulic testing equipment by filling with water(including cost of water @ Rs.73/KL) and testing to recommended pressure in convenient stetches and attending the bursts if any occured during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for the following diametres of pipes.

Supply, fixing and positioning of precast route marker size of 300mm(L)x300mm(W)x150mm(H)mounted on side walk of the road exactly above the water supply laid to identification of pipe laid and its direction with specification colour to be painted on the text. The cost include the civil works , leveling with all necessary accessories as requires at site

Hire charges for diesel pumpset for 10HP with fuel and crew charges including transportation

Cutting bituminous concrete / Cement concrete surface of 300mm thick and width of 300mm using machineries (Jack Hammer) including hire charges of machineries and labour charges etc. complete.

Supplying and laying of MDPE (PE80) Blue pipe (IS:4427) with necessary specials including earth work excavation laying jointing testing, refilling the trenches and disposal of surplus earth etc complete.(25mm)

Making bore and tapping in the DI pipe line,supplying and fixing of specials consisting of plastic moulded clamp saddle with (SS304) female threaded metal insert ,sealing rubber and plastic wide strap including suitable bolts and nuts,Polypropylene compression fitting adopter with metal insert(SS 304-male threaded),Polyproplene compression fitting 90 deg elbow, UPVC Ball Valve(stop cock) with compression joint at one end and female threaded at other end and suitable enclosure(HDPE) with top side openable for housing UPVC Ball Valve(stop cock) and testing house service connections including cost of water etc complete (25mm)

Supplying, installation, testing, commissioning of AMR water meters with Data capture by wireless system using Long Range Gateways. Size:150mm (Property - 25mm)

Supply and delivery of protection box of size 20cm x 30cm for fixing of Water Meter. The box should be rectangular base in construction and material of construction should be weather resistant polyethylene (PE)blue /black.Reinforcement rips should be provided at the walls of the box. Box should be at two components comprising body and lid. Lid should be press fitted to the body. No hinges should be used for opened / closed. Operation meter box should be provided with built in lock. The body as inlet and outlet windows to pass the pipe through suitable for use with pipes of sizes up to 1" .Base of the box should be designed in such a way .That the box can be installed to the floor/wall using anchor Bolts / screws without grouting the entire base of the meter Box .Provision for fixing Name plate showing the name of the Department etc., complete and as directed by the CMWSS Board Officers.

Supply and Laying of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.(Excluding refilling ) (300mm dia @ 1m depth)

Supply and Laying of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.(Excluding refilling ) (300mm dia @ 1.5m depth)

Supply and Laying of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.(Excluding refilling ) (300mm dia @ 2m depth)

Supply and Laying of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.(Excluding refilling ) (300mm dia @ 2.5m depth)

Supply and Laying of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.(Excluding refilling )(300mm dia @ 3m depth)

Supply and Laying of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.(Excluding refilling )(300mm dia @ 3m depth)

Construction of Machineholes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, machinehole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each machinehole (As per the type design drawing for machinehole). (300mm dia @ 1m depth)

Construction of Machineholes using sulphate resistant cement at various depths to invert including earthwork excavation as per SS 20B, laying cement concrete in C.M. 1:3:6 using Crushed stone sand (M sand) and 40mm B.G.jelly for foundation, sinking well kerb below G.L. for 4.5m depth and above, pumping, timbering charges for 2.5m depth and above, stock brick work in C.M. 1:3, for 23cm thick wall and over 23cm thick wall, plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3, 12mm thick, laying plain cement concrete 1:3:6 using 12.0mm to 20mm B.G.jelly fixing the frame, providing C.I. steps, machinehole cover and frame, benching and channelling including refilling the trench with excavated earth and disposal of surplus earth etc. complete for the following sizes for each machinehole (As per the type design drawing for machinehole). (300mm dia @ 1.5m depth)

Precast circular RCC machinehole using sulphate resistant cement by open excavation (From 2.00 m and upto 2.5 m average depth range). Construction of Precast circular RCC machinehole using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC machinehole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast machinehole at the required position as directed by the engineer at site including testing the machinehole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths (300mm dia @ 2m depth)

Precast circular RCC machinehole using sulphate resistant cement by open excavation (From 2.00 m and upto 2.5 m average depth range). Construction of Precast circular RCC machinehole using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B including timbering and pumping charges(for 2.5m depth and above),Providing Plain Cement Concrete 1:1.5:3 using 20mm B.G. jelly for foundation,supplying and filling sand for bedding, Providing base units of 1m height(base slab and sidewall),riser unit (without corbel) of varying heights to suit the various depth requirements and roof slab including cost of steel reinforcement, cost of fabricating the steel mould using MS sheet and ISA angles including material and labour cost, Providing CI steps,fixing FRC machinehole frame and door,benching and channelling ,refilling with excavated earth and disposal of surplus earth, joining of precast units by grouting with CM1:1 and polyurethane based water proofing compound 1% (by weight of cement) at shear key and protruded bars- grout holes locations,Cost of conveyance and erection charges of precast machinehole at the required position as directed by the engineer at site including testing the machinehole with water for 48 hours to check water tightness and rectifying the defects if anyfor the following sizes and depths (300mm dia @ 2.5m depth)

Construction of RCC machinehole using sulphate resistant cement with M30 design mix concrete using Crushed stone sand (M sand) including earthwork excavation as per SS20B , providing point edge to well kerb using ISA 150x75x10mm weighing at 16.9kg/m,sinking well kerb below 2m from G.L.or by open excavation for various depth as per site condition with M30 mix for side wall, raft and roof slab,including cost of steel reinforcement ,including bailing and pumping out water, formwork, plugging the bottom with PCC 1:3:6 using 40mm hard broken granite jelly, laying plain cement concrete 1:3:6 using 12mm to 20mm hard broken granite jelly for fixing frame, fixing FRC machinehole cover and frame, providing CI steps, ,benching and channelling including refilling the trenches with excavated earth and disposal of earth etc. Including testing the machinehole with water for 48hours to check water tightness and rectifying the defects if any complete for the following size of machineholes. (300mm dia @ 3m depth)

End Concrete: Cement concrete 1:3:6 using Crushed stone sand (M?sand) and 40mm gauge hard broken stone jelly for plain cement concrete works including laying in layers of not more than 15cm thick including ramming curing, etc., complete

Refilling with excavated soils (other than sand) complying with standard specifications for filling in foundations and basement

Disposal of surplus earth

Supply, fixing and positioning of precast route marker size of 300mm(L)x300mm(W)x150mm(H)mounted on side walk of the road exactly above the water supply laid to identification of pipe laid and its direction with specification colour to be painted on the text. The cost include the civil works , leveling with all necessary accessories as requires at site

Providing House service connection: Supplying, laying jointing and testing UPVC pipe including earthwork excavation for trenches in hard stiff clay, stiff black cotton, hard red earth, shales, murams, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil, depositing the earth on banks with initial lead of 10m. lowering the pipes into the trenches, aligning, refilling the trenches with excavated earth in layers of not more than 23cm thick watering, ramming to consolidation and disposal of surplus earth etc., complete (110mm dia)

Dewatering using 10HP to 70HP 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. (Hire charges for Diesel Pump set for 10 HP)

Supplying and fixing 150mm dia MS pipe ventilating column 6 m length with C.I.Base for Ventilating Column, Wire Cowl, Supplying, Laying, Jointing and Testing of 150mm dia Stoneware Pipe to a length of 6m for each column with 100mm S.W. stopper including cost of jointing materials such as cement, sand and spun yarn with necessary civil works for construction of Masonry Pillars, Earthwork excavation, refilling etc., complete.

Environment Social and Health & Safety (ES&HS) Officer – implementations and site appraisals (Including food and travel)

Real time monitoring and reporting on labour standards such as including any other activities proposed under SMP such as basic implementation measures like availability of gender segregated mobile toilets, first aid kits, safety equipment, information on accidents, SEA/SH prevention reporting etc. (15 days (Alternatively) in a month)

Periodical medical health checkups for workers once in six months. (3x40)

Capacity and awareness building among contractors’ workers and community members on SEA/SH prevention, community health and safety, labor management, etc. (2 times/ month)

Three module traing capacity of Building Contractors , PMC and GCC personals

Protection of adjacent areas, biodiversity, prevention of erosion and wastewater management to minimise or avoid adverse impact on environment.

Dust suppression by -Water sprinkling along proposed street (8 months @ 30 days per month)

Air Quality Monitoring ( PM 10 ,PM 2.5,SO2,NOx and CO)- 3 sensitive locations for 5 seasons till end of construction during construction phase

Ambient Noise level at 3 locations 5 times

Ground Water (3 locations) as per IS: 10500(2012) 5 times

Soil at 1 location 5 times

Safety barricading GI sheet of 2 m height, 2.4m width (LS -Market rate) for 80 rm

Safety tools - tool box talks, OHS implementation

workers GRM (Once/month)