Municipal Corporation Tender

Refilling the excavated earth in layers of 15cm thick including watering and consolidation by power roller rolling etc, complete as per standard specification and as directed by the departmental officers.

Removal of Excavated Excess Earth through Tipper Lorries and conveying the same to places with a lead of up to 5 km including charges for loading, transportation, unloading and levelling in place shown by the departmental officers,

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including mixing, laying concrete and labour charges and all incidential charges such as water , curing etc., complete as per standard specifications

Supplying and fixing of rubber moulded grey premimum concrete kerb of size 450x125x300mm using M30 concrete. The concrete shall be moulded by table mount vibrate with polypropylene fibers at 5pct.and curing compound. The rate shall include cost of all materials, transportation,moulding charges,loading ,unloading charges and pointing with CM 1:3 to full depth curing thread lining etc., complete as directed by the departmental officers.

Supplying and fixing of rubber moulded grey premimum concrete Lip kerb of size 450x125x300mm using M30 concrete. The concrete shall be moulded by table mount vibrate with polypropylene fibers at 5pct.and curing compound.The rate shall include cost of all materials, transportation,moulding charges,loading ,unloading charges and pointing with CM 1:3 to full depth curing thread lining etc., complete as directed by the departmental officers.

Supplying and fixing of rubber moulded grey premimum concrete Kerb stone for outer / inner corner Size 300x125x300mm using M30 concrete. The concrete shall be moulded by table mount vibrate with polypropylene fibers at 5pct.and curing compound. The rate shall include cost of all materials, transportation,moulding charges,loading ,unloading charges and pointing with CM 1:3 to full depth curing thread lining etc., complete as directed by the departmental officers.

Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver block in size of minimum compressive strength of 40N/mm2 in uniform shape of best quality to be laid in flurring bone pattern with stone dust cushion below the uniform shape of approved non skidding surface in the top including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping ,tranporting ,loading, unloading of laying paver block as per standard specification and as directed by the departmental officers.

Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 83mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver block in size of minimum compressive strength of 40N/mm2 in uniform shape of best quality to be laid in flurring bone pattern with stone dust cushion below the uniform shape of approved non skidding surface in the top rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping ,tranporting ,loading, unloading of laying paver block as per standard specification and as directed by the departmental officers.

Plain Cement Concrete 1:1.5:3 (one cement, one and half fine aggregates and three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including mixing, laying concrete and labour charges for curing etc., complete as per standard specifications.

Centering for sides and soffits of RCC slabs of plane surface like Vertical wall ,etc.,including strutting 3m height using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported by casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed- by the departmental officers.

Centering for sides and soffits of RCC slabs of plane surface ,etc.,including strutting using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported by casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - by the departmental officers.

Supplying and fabricating and placing in position of MS (or) RTS bar for reinforcement of all RCC works including cost of steel rods, binding wire all labour charges and incidental charges for cutting & bending rods tieing into grills and place in position as directed by the departmental officers.

Providing and laying in position Standardised Concrete Mix M-40 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 contenet of 440 Kg/ cum and maximum water cement ratio of 0.40 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor wherever necessary without claiming extra cost etc., complete complying with standard specifications and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. (No separate payment will be made by the Department for the excess usage of materials)

At ground level (0.0 to 2.00m) ROAD WORK CONCRETE AND TAPLE TOP CONCRETE

Providing and laying Bitumen pad 20mm thick including cleaning surface and providing surface grooves as directed by the departmental officers etc, complete as per standard specifications.

providing and laying water table and saucer drain of size 300x450x40mm in cc 1:2:4 (one cement,two sand and four aggregate)using 20mm IRC size B.G metal and top surface rendered smooth with cement at 10kg / 10sq.m and laying in position to proper level thread lining and curing etc. complete as directed by the departmental officers.

Constrution of cast in situ silt catch pit of inner size 450x450x450mm including required earth work excavation, providing foundation in PCC 1:4:8 (one cement, four sand and eight aggregate ) under wall 150mm thick and cutting the existing storm water drain of size 300x150mm for fixing 2 NOS of 160mm dia PVC pipe on the storm water drain mouth with RCC cast in situ wall of size 20mm in RCC 1:1.5:3 WITH STEEL of 9.25KG including fixing FRP grating cover with frame of SIZE 550x550MM(clear opening 450x450mm) completeting the finishing work etc., as per standard specifications.

Providing and laying in position Standardised Concrete Mix M-25 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 contenet of 3500 Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost 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 requiremnents of IS standards. (No separate payment will be made by the Department for the excess usage of materials)

Construction of Manhole chamber of Clear size of 600x600mmx900mm using third country class brick size 8 3/4" x 4 1/4" x 2 3/4"in CM 1:5 (one cement and five sand) 230mm thick with Manhole Cover of size 600mm x 600mm including Earth work excavation,Stone dust filling,Plastering in cm 1:5 12mm thick inner and outer sides, etc., all complete as per standard specifications.

Supplying and fixing in position SFRC Manhole covers heavy duty in size 600mm x 600mm of best quality and as per standard specifications etc.,complete.

Supply and delivery of 300mm NP2 class RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 , manufactured with sulphate resistants cement with 12mm HI alumina lining with rubber ring joints ,The above rate are basic rates with inclusive of transporation charges to stockyard and any where in tamil nadu as per standard specifications.

Supply and delivery of of HDPE pipe 355mm OD-16 KSC-PN-8 ,The above rate are basic rates with inclusive of transporation charges to stockyard and any where in tamil nadu as per standard specifications.

Supply and delivery of 200mm NP2 class RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 , manufactured with sulphate resistants cement with 12mm HT alumina lining with rubber ring joints . The above rate are basic rates with inclusive of transporation charges to stockyard and any where in tamil nadu as per standard specifications.

Supply and delivery of un plasticized PVC pipe 140mm OD-4 KSC for portable water supply AS PER IS4985/2000 ,The above rate are basic rates with inclusive of transporation charges to stockyard and any where in tamil nadu.

Supply and delivery of 110mm SN8-SD 34 (S 16.5) un plasticized non -Pressure Polyvinyl chloride (PVC-U) PIPES for use in under ground drainage and sewerage system as per IS15328 (2003) , The above rate are basic rates with inclusive of transporation charges to stockyard and any where in tamil nadu

Lowering HDPE pipe and specials to trench and laying to proper grade and alignment and as directed by the TWAD officers. Over 250mm to 315mm dia (OD) HDPE pipe one metre.

Lowering of RCC pipes and specials into the trenches and laying to proper grade and alignment etc., complete,

300mm NP2 CLASS PIPE

200mm NP2 CLASS PIPE

Lowering 140mm OD PVC rigid pipes and specials to trench and laying to proper grade and alignment jointing with PVC couplers with cement paste.

Lowering 110mm OD PVC rigid pipes and specials to trench and laying to proper grade and alignment jointing with PVC couplers with cement paste.

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by TWAD Board Officers.

providing and laying of hot applied thermoplastic compound 2.5mm thick including refelectorsing glass beads @250gms per sqm area , thickness of 2.5mm 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 standard specifications.

Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including mixing, laying concrete and labour charges and all incidential charges such as water curing etc., complete as per standard specifications.

Random rubble masonry in cement motor 1:5 (one Part of cement, Five part of Sand) mix using all granite stones and bond stones for foundation and basement from best qulaty quarry including watering, curing, and labour charges etc., completed as per standard specifications.

Painting two coats with ready mixed Enamel paint over the wall Work of best quality and colour with priming coat, including the cost of all materials, brushes, preparation of surface and labour charge etc complete complying with standard specification as directed by the departmental officers.

Supply and erecting bollards of 150mm dia and 800mm height above ground level and 300mm depth below ground level made of RCC M20 concrete with 10mm vertical rods and 8mm stirrups at 150mm c/c, including fixing charges of 150mm dia bollards at site with earthwork excavation 300mm dia including pcc 1:4:8 (one cement, four sand and eight aggregates) and curing etc., complete, and as directed by the departmental officers.

Providing and fixing reflective road studs of Category A' raised pavement markers made out of poly coarbonate/ Methyl methecrylate /ABS moulded boby confirming to ASTMD 786 and reflective panels with micro prismatic lens capable of providing total inenal 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/MH 33023/10/97-DO III dt 11.06.97. The height ,width and lenght shall not be less than 15mm,90mm and 100mm and with minimum reflective area of 13 sqm on each side and the slope to the base shall be 35+/-5degree. Each reflector shall have CIL not less the 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

Supply and erection of 9.00 metre base mounted free standing octagonal pole 8 sided polygonal continoustly tapered structure made up of sheet steel, designed to withstand wind velocity as per IS-875,hot dip galvanized both inernally and externally confirmining to BSEN:ISO 1461 (65 micro thickness) with Straight/ ornamental Double Bracket arrangements and the octagonal pole shall be erected on the foundation concrete (M15 concrete) with foundation bolts M24 X 900MM -4 NOS and base plate of size 275x275x16mm with following pole specification. Pole Height :9000mm, Bottom Dia : 185mm Across face , Top Dia : 90mm Across face , Thickness : 4mm, the base plate of size 275mm x 275mm x 16mm should br rigidly welded and secured to the bottom section of octagonal pole with double side straigght/ oenamental barcket of 48.3mm OD and 3.25mm thick 1.20mtrs long with collar 400mm long welded suitably fixed rigidly with 6 Nos of bolts and nuts to prevent any turning movement of brackets due to wind.The pole shall be provided with weather proof flush door with lock and key facility to accommodate inside cable termination and control gears and with supply and fixing of 1 No 30A 4 way terminal block with 2 nos 6A SPMCB with hylum sheet/ Backlite sheet and stud type terminals complete. Earthing coil of No 8 SWG GI wire of 11.5 mtrs in which 10 meters of the total length compressed with coil of 1 mtr with 75 to 100mm dia connected suitable with hexagonal bolt of size 25 mm x 8 mm welded on the above pole to one end with coil portion linked in the earth

Supply and fixied of 120 watts street light energy saving decorative LED fitting as per LM79 and LM80 standard with surge protection of 4kw and IP 66 Protection with necessary service wire from fuse box to the fitting with 36/0.3 (2.5sq.mm) PVC copper wire with necessary connection,testing and commissioning as directed by the departmental officers. LED light fittings should be make of any reputed approved company of philips, crompton, bajaj and havells preferably made in india. all LED fitting having NABL certified and other materials should be approved by the departmental Engineers before fixing.

Supply erection and commissioning of outdoor type pillar box made of 16 gauge MS sheet of size 900mm x 450mm x 900mm with angle iron support and with double door & locking arrangements finished with anti corrosive treatment and painting mounted on suitable concrete pedestal with cable entry hole to accommodate the following control gears, cubical tybe modular type panel in sheet heavy gauge complete with 2 coats of enamel painting with 6sqmm copper conductor. a) Two independent compartments for 3 phase EB metering and automatic timer arrangments with sealing provision to accommodate EB meter cut outs on suitable hylem sheet planks. b) Supply and fixing of 3 Nos 63A porcelain fuse unit and 1NO 32A neutral link and 4 way connector block. c) Supply and fixing of 63A TPN MCB-1NO. d) Supply and fixing of 32A L&T make 3P power conactor with 0-24hrs L&T Make 3P power controlling street light peak & off peak hour operation -2 nos and 6NOS of 20NOS MCB single pole as out going and LED indication Lamps and HRC fuse -3NOS Danger Sticker as per IE rules.

Developing landscape work by korean Grass, the area tobe developed with the green carpet of koren grass would br levelled with a mild uniform slope to avoid water stagnation problem and to provide clear view of the landscape from any point of the premise, after levelling the prepared soil bed is raised to the necessary height and slope using rich soil mixture of red soil FYm ( Farm Yard Manure) micro Nutrients, Fungicide would be spread over the levelled ground for a height of 0.15mts.then the ground would be watered for a week to enable the weeks in the prepared soil bed to germinte. the germinated weed soil be removed completely. then the developed lawn turfs is spread over the prepared area from the lawn within 1 week ( Turfs are developed in the nursery under controlled chambers and treated to given resistance against the fungal activities) then the lawn has to be watered regularly so as to maintain its lush every day for a period of 1 month after planting/turfing. But at the same time stagnation of water shouldficers- The coarse and fine aggergates to be used should comply with the requirments of IS Standards. ( No separate payment will be made by the Department for the excess usage of ma)

Providing Article Plants using turanta plants and differents varity of colour flower plants 0.45m width including manure and bed layer of red soil 150mm thick ,watering including maintenance cost for 3months and conveyance of material, labour charges etc, complete as per departmental officers.

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

Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls, Removal of Cut Stone Slabs / RCC Cover Slabs

Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls, Floor finish and dadooing walls in cement mortar with Mosaic Tiles / Glazed Tiles / Cuddapah Slabs.

Retro - reflectorised traffic signs: (Cautionery, Mandatory and informatory Signs)Providing and fixing of retro reflectorised cautionery, mandatory and informatory Signs (with or without definition board) madeout of high intensity prismatic grade sheeting confirming to IRC 67:2010 and ASTM D 4956-09 type iv specification and fixed over 15mm thick aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to that ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm , 60cm below ground level etc., complete including 7 year warranty for the retro reflective sheeting as per clause 6.9 of IRC 67: 2010 specification (as per Mort&H specification) 600 X 800MM

600 x 800mm

600 CIRCLE

2/4 wheeler parking

Direction and place identification signsProviding and erecting direction and place identification retro-reflectorised sign as per IRC 67 -2010 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 15 mm thick fixed onback supporting frame and supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the groung bby means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm , 60cm below ground level as per approved drawing LESS THEN 0.9 SQM

LESS THEN 0.9 SQM

MORE THEN 0.9 SQM

Manufacturing,supply and fixing of retro-reflective road name sign board single arrow of size1.0m x 0.50m made out of wide angle cube corner micro prismatic grade sheeting conforming to IRC 67:2010 & type XI standards of STM D 4956-09 specifications and fixed over 2mm thick aluminium sheet & back support frame of stainless steel supported by 32 NB stainless steel pipe all around and 65 NB pipe vertical post firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 30cm x 30cm x 45cm complete.The information message shall be made out of cut out letters in blue colour transparent overly film as per IRC 67-2010 guilde lines,m7 years pre qualification warranty for retro reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an indipendent test lab for the reflective sheeting from the original sheeting manufacturer& a certified copy of three years outdoor exposure report from an indipendent test lab for the reflective sheeting offered shall be submitted by the contractor.including all cost of materials,conveyance materials at site,labours,etc..,complete as directed by the departmental officers.