Tender For Area Development Scheme Of 165 Plots (Hig-38, Mig-69 & Ews-58) In 8.19 Acres Of Land (Old S.F No. 67/6, 67/7, 76/1,76/3 &76/4) Of Edappadi Phase – V At Edappadi Village In Salem District.; 1 Open Earthwork excavation for boxing of roads in all soils and sub soils to the required depth as may be directedexcept in hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary and depositing the surplus earth in places shown clearing and leveling the site with an initial lead of 10 metre and lifts as specified hereunder and including water charges etc., all complete in all respects complying with relevant standard specification and drawing as directed by the departmental officers.(excluding Refilling) 2 0 to 2m depth In ordinary soil 3 0 to 2m depth In MR & DMRrequiring blasting 4 2 to 3 m depth Hard rock req blasting 5 Earthwork excavation for foundation in all soils and sub soils to the required depth as may be directedexcept in hard rock requiring blasting inclusive of shoring strutting and baling out water wherever necessary and depositing the surplus earth in places shown clearing and leveling the site with an initial lead of 10 metre and lifts as specified hereunder, including water charges etc., all complete in all respects complying with relevant standard specification and drawing as directed by the departmental officers.(excluding Refilling) 6 Upto 1.25 m width 7 For Ordinary Soil 8 For SDR not requiring blasting & Stacking 9 Beyond1.25 m width 10 For Ordinary Soil 11 For Medium Rock requiringnot requiring blasting 12 Supplying and filling in foundation, basement, etc with Quarry rabissh layers of not more than 15 cm thick well watered, rammed and consolidated, including water charges etc. complete complying with standard specification and as directed by the departmental officers. 13 Providing,laying,spreadingand compactinggraded stone aggregates forWetMix Macadam 250mm thick,including premixing the materials with water at OMC in mechnanical mix plant,conveyance of mixed materials by tipper to site,laying in uniform layers using pavers in Sub Base / Basecourse on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material,labourcharges,rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 14 Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 502 of MORTH Rev-5 15 Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5. 16 Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min 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/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic rollers 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 17 Providing and laying Bituminous Concrete to 40mm/30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30t on 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/Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9mpaver 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 MORTHRev-5 18 Supplying and filling in foundation and basement with Gravel of not more than 15 cm thick well watered, rammed and consolidated, including water charges etc. complete complying with standard specification and as directed by the departmental officers. 19 Refilling the sides of foundation with excavated earth in layers of 150 mm thickness well watered and rammed and consoilidated (including water charges) complying with relevant standard specification. 20 Cement concrete 1:5:10 ( One of cement,five of sandand ten of hard broken stone jelly) for foundation and basement using 40 mm size hard broken stone jellyinclusive of shoring, strutting, baling out water wherever necessary ramming, curing and including water charges etc., complete in all respect complying with relevant standard specifications and as directed by the departmental officers. 21 Cement concrete 1:2:4 ( One of cement,two of sandand four of hard broken stone jelly) for foundation and basement using 20 mm size hard broken stone jellyinclusive of shoring, strutting, baling out water wherever necessary ramming, curing and including water charges etc., complete in all respect complying with relevant standard specifications and as directed by the departmental officers 22 Reinforced Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including Super Plasticiser,laying, vibrating with mechanical vibrators, finishing, curing, water charges etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers 23 In Foundationand Basement 24 Below1.50 to 4.50m depth 25 Up to 1.50 m depth:- 26 In ground floor 27 Supply and erecting shuttering including necessary support for plane surface in foundation and basement for RCC raft slab, beams, column footings, plinth beams, steps etc., using suitable MS sheets of 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oakjoists of size 10cm x 5cm& 7.5cm x 5cm as support runner , vertical stiffener , side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. 28 Providing form work for reinforced cement concrete works using M.S.sheet of size 90x60cm and MS 10 guage stiffened with M.S. angle of size 25mmx25mmx3mm for boarding laid over silver oak (C.W.) joist of size 10cmx6.50cm (spaced about 90cm c/c) and supported by casurina post of 10cm to 13cm dia (spaced about 75cm c/c) etc., including strutting up to 3m height and removing the same after a specified period without damaging the RCC works in all floors complying with relevant standard specification and as directed by the Departmental Officers.. 29 For R.C.C Works in Circular foundation and basement such as Pile cap, Grid beam, Plinth Beam, Raft Beam, Raft slab, Column base, Column Footings etc 30 For R.C.C Works such as Floor and curved roof slab,lintels, BeamsStaircase Waist and landing slab and curved surfaces and similar works etc all Complete 31 Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the departmental officers. 32 Manufacturing supplying and fixing of Fully panelled steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x6mm for the shutter frames stiffeners with 32 x 6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S. flat 18x5mm is welded over the 32 x 6mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3nos. of Steel Parliament Hinges of Size 125mm x 150mm in case of single leaf and 6nos. of Steel Parliament Hinges of Size 125mm x 150mm in double leaves shutter to be provided 6nos. of holdfasts 200 mm in length made of angle section spliced at the ends are welded to the outer frames of the door. Tower bolts 4nos. One the top of each shutter, one at lock rail and the other at the bottom are provided.1no. Aldrop is providedat lock rail section in the door 3 Nos of handle are to be provided,one more aldrop is provided in the inner lock rail section of the door One rotaing locking arrangements for the inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place.Incase of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t conceal the gap between the two shutters.at an appropriate place in the door. A tie bar is provided at the bottom of the frame to prevent twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges,water charges etc.,complete complying with standard specification and as directed by the departmental officers. 33 Fabricating, Supplying and fixng in position of steel sheeted windows ( Two Leaves) with the following specifications. Outer frames of windows made of Z section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion J section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made ofF7D of 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos. for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.2 numbers of Steel Offset Pivot hingesof size 3 and one number of handle-cum-latch of special type made with 18x5mm MS flats are revetted to the shutters at an appropriate height in window. suitable opening is left for its easy operation. a stopper square rod for handle is provided in the mullion section at suitable place to catch the window handle. each window shutter having an adustable stay made out of 18 x 5mm at 0.70 kg/ m MS flat of lenght 320mm with three adjustable position. A matching peg is provided in the outer frame of the window at suitable place. 4 Nos. of hold fasts of 200mm length spliced at the ends are welded to the outer frame of the window by using MS flat of 18x5mm at 0.70kg/m, welded to the shutter at two place equivalent from each from top and bottom of the shutter.An MS square bar of 12mm size is welded to the inner face of the window at an equal interval not exceeding 100mm edge between them. All members are painted with one coat of anti-corrosive red oxide primer as directed by the departmental officers.All sections should be in confirmed with IS 7452/1990.The cost includes cost of all materials, labour charges and other incidental charges, water charges etc., complete complying with standard specification and as directed by the departmental officers. 34 Supplying and fixing Mild Steel grills for windows, ventilators including water charges etc.,complete complying with standard specifications and as directed by the departmental officers. 35 Brick work in following Cement Mortar 1:6 using best quality Fly ash Brick of size230x110x75 mmfor foundation and basement including Cost of Mortar Plasticizer, curing, water charges etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge 36 In Ground Floor 37 Brick work in following Cement Mortar 1:5 using best quality Fly ash Brick of size230x110x75 mmfor foundation and basement including Cost of Mortar Plasticizer, curing, water charges etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge 38 In foundation & basement 39 Brick partition walls of 11.50cm thickness using best quality Fly ash Brick of size 230x110x75mm w Cement Mortar 1:3 (One Cement and Three CS Sand) using hoop iron reinforcement if found necessary including Cost of Mortar Plasticizer, curing, water charges etc.complete complying with standard specification and as directed by the departmental officers. 40 In Ground Floor 41 Plastering with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 20mm thick mixed with water proofing compound conforming to BIS at 2% by weight of cement used including mortar plasticizer at 200ml per 50Kg of cement used, finsihing,curing,water charges, etc., complete in all floors complying with standard specification and as directed by the departmental officers. 42 Providingcuddappah slabs of 25mmthickness for cupboards, wardrobes .shelves, of well polished on both sidessmoothly including fixing with CM 1:3 (one of cement three of sand) including cutting the wall and cuddapah slab to the required size laying fixing in position and finishing with black oxide wherever necessary neatly and including water charges etc. as all complete complying with relevant standard specificaton and as directed by the departmental officers in Ground Floor. 43 Supply and fixing of C.I.manhole cover with locking arrangements of approved quality and brand of size 60 x 60 cm (Heavy Duty) including cost of material labour chares for fixing etc all complete complying with relevant standard specification and as directed by the Departmental Officers.( The brand and model of the CI manhole cover has to be got approved by the EE before fixing) 44 Finishing the top of flooring with cement concrete 1:3 (One of cement and three of blue granite chips of size 10mm, and below) 20 mm thick Ellis Pattern Flooring (No Sand) and surface rendered smooth including 50mm wide skirting, providing proper slopes,thread lining, curing and water charges etc., complete in all floors complying with relevant standard specifications. 45 Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, and including water charges etc., complete as per standard specification and as directed by the deparmental officers.s and as directed by the Departmental officers. 46 Finishing the top ofroof slab with one course of hydraulically pressed tile of approved superior quality ofsize 23 cmx23cm,20mm thick laid over weathering course in cement mortar 1:3 ( One of cement and three of sand) 12mm thick, mixed with water proofing compound at 2% by weight of cement used and pointed neatly with the same cement mortar mixed with water proofing compound including curing,water charges etc., complete in all respects complying with relevant standard specifications and as directed by the departmental officers.(Note:Tiles to be got approved by the EE before use ) 47 Plastering with Cement Mortar 1:5 ( One of cement and five of sand) 12mm thickfinished with neat cement including, providing band cornice scaffolding, curing and water charges etc.,completecomplying with relevant standard specification and as directed by the departmental officer. 48 Plastering with Cement Mortar 1:3 ( One of cement and three of sand) 10mm thick , finished with neat cement including, providing band cornice scaffolding, curing and water charges etc.,completecomplying with relevant standard specification and as directed by the departmental officer. 49 Finishing the top of flooring with cement mortor 1:4 (One of cement and four sand of ) 20 mm thick Flooring surface rendered smooth including 150mm wide skirting, providing proper slopes,thread lining, curing, water charges etc., complete in all floors complying with relevant standard specifications. 50 Plastering with cm 1:3 (One of cement and three of sand) 12mm thick finished withWater Proofing Compoundincluding providing band cornice, ceiling cornice, curing, scaffolding, water charges etc., complete in all respects and complying with relevant standard specifications. For Sump Base Slab - Bottom 51 White washing three coats using clean shell lime slacked and screened including cost of lime, gum, blue brushes, scaffolding,water charges etc., complete in all respects complying with relevant standard specifications and as directed by the departmental officers. 52 Painting the new walls with two coats of approved cement paint over one coat of primer such as snowcem /supercem etc., including cost of brushes, cement paints scaffolding curing, water charges etc., complete in all respects complying with relevant standard specification and as directed by the departmental officers. ( The quality and shade of paint should be got approved by the Executive Engineer before use). 53 Supplying and fixing of PVC mould CI Steps for Sump including labour etc. all complete specification and as directed by the Departmental Officers. 54 Painting new iron work with two coats of approved Ist class synthetic ready mixed enamel paint of approved quality and shade. The paint should be supplied by the contractor at his own cost.(The quality and shade of the paint should be got approved from the Executive Engineer before use on works) including cost of paint ,brushes,water charges etc.all complete complying with relevant standard specifications. 55 Providing75 mm thick pre cast cement concrete slabin R.C.C 1:2:4 (one of cement,two of sand and four of hard broken stone jelly) using 20mm hard broken stone jelly for the following thickness excluding cost and fabrication of reinforcement grills but including precasting, moulding ,curing,finishing and fixing in position, water charges etc., complete complying with relevant standard specifications and as directed by the Departmental officers. 56 Supply and planting of Avenue trees -5 height including earth work excavation for pit of size 60X60X60cm filed withmanure for 20cm depth and filling with river sand and red earth mix in the ration of 1:1 for 40cm depth in the same pit and planting the avanue tree(Maintenance for 6 Months) 57 Supplying and fixing of triangular shape chicken mesh TREE GUARD using 8 cm dia. Casurina vertical postand middle tie using country wood reeper of size 50X25mm and 25 gauge chicken mesh including labour charges,water charges for fixing the triangular tree guard and as directed by departmental officers. 58 Supplying and fixing of survey stones size 0.75 x 0.15 x 0.15m having dressed on two sides for a height of 30 cm from top including with necessary earth work excavation and fixing them in position complete as directed at site of work. 59 Supplyingand fixing of barbed wire fencing using two ply 10 gauge wire at 0.30 m interval in horizontal and two diagonals etc., complete including cost of barbed wireand binding wire and fixing in possition etc., complete as directed by departmental officers 60 Supplyingand fixing of Rcc Post 0.15 x 0.15 at base and 0.10x0.10 at top and 2.10m height for FENCING as directed by departmental officers 61 ProvidingStrut for PCC Drains precast cement concretein R.C.C 1:2:4 (one of cement,two of sand and four of hard broken stone jelly) using 20mm hard broken stone jelly for the following thickness of 100mm including cost and fabrication of reinforcement grills, precasting, moulding ,curing, waterfinishing and fixing in position, water charges etc., complete complying with relevant standard specifications and as directed by the Departmental officers. 62 FOR DRAIN SIZE OF 45x60 CM 63 FOR DRAIN SIZE OF 75/x90 CM 64 Supplying and Fixing of 63mm dia PVC in Drain Walls for discharging Storm water etcas directed by the departmental officers. 65 Supplying and Fabrication and Erection in position iof M.S scheme name and layout board with 50 X 50 x 6 mm M.S angle for vertical post and support posts with 2.5mm tk M.S Sheet for a size at 1.80 x 1.20 m with 40 x 40x6mm MS anglearound the board and 50 x 6 mm flat stiffeners on both direction including cost of welding charges painting charges and drawing the layout and lettering the scheme details as directed by the departmental officers including earth work excavation for 4 nos of pits, PCC 1:5:10 forpits 0.45 x 0.45 x 0.60m below Ground level and p.c.c 1:2:4 at 0.30 x 0.30 x 0.30 m above Ground level for erection conveyance charges etc., all complete and as directed by the departmental officers. 66 Engagement of bulldozer to level the site by dozing earth from elevatedportionof site to down fall site to cover the rocks rolled out in to the pits found then and there in the site so as to from a plain surface fordemarcation of plots, marking roads and drains without any obstruction to run the marking rope to provide identification for earth work with lime powder including cost fuel, driver charge & bulldozer hire charge etc complete as directed by dept officers. 67 Clearing and removing Light jungle in the scheme area including labour for removing,burningand clearing the same as directed by the departmental officers. 68 Run off the 4 wires of 4 sqmm Copper PVC insulated unsheathed single core Multi Strand Fire Retardant 1.1 KV grade copper cable with ISI Mark conforming to IS:694/1990with one run of 7/20GI stay wire suspended with porecelin reel insulators at 1.0m centre to centre for support of phase and neutral cable from top of street pole to the house / flats including all materials etc... all complete for EB service connections including labour charges for fixing GI wire and MS angles (For EB Service connection three phase) 69 Supplying and fixing of 1 no of 450x375x20mm thick TW Plank varnished with 3 no of 32 amps 500 volts fuse unit and 1 no copper earth plate of suitable size bolts and nuts on wall for EB service connections including cost of all materials etc., all complete (Three phase service connection) 70 40mm dia G.I pipe for EBSCas directed by the departmental officers. 71 Wiring with 2 x 1.5 sqmm copper PVC insulated unsheathed single core Multi Strand Fire Retardant 1.1 KV grade copper cable with ISI Mark conforming to IS:694/1990andwith continuous earth by means of 1.5 sqmm copper insulated unsheathed single coreMulti Strand Fire Retardant 1.1 KV grade copper cable with ISI Mark conforming to IS:694/1990 infully concealed PVC rigid conduit pipe heavy duty with ISI with suitable size MS box of 16 SWG thick concealed and covered with 3mm thick laminated hylem sheet for light point with celing rose controlled by 5 amps flush type switch including circuit mains cost of all materials, specials etc., all complete complying with relevant standard specifications & as directed by the departmental officers.. 72 Light point with ceiling rose. 73 Light point without ceiling rose with bakelite battern type holder 74 Wiring with 2 x1.5sqmm copper PVC insulated unsheathed single core Multi Strand Fire Retardant 1.1 KV grade copper cable with ISI Mark conforming to IS:694/1990 andwith continuous earth by means of 1.5 sqmm copper insulated unsheathed single coreMulti Strand Fire Retardant 1.1 KV grade copper cable with ISI Mark conforming to IS:694/1990 infully concealed PVC rigid conduit pipe heavy duty with ISI with suitable size MS box of 16 SWG thick concealed and covered with 3mm thick laminated hylem sheet for 5 amps 5 pin flush socket point at switch board itself circuit mains cost of all materials, specials etc., all complete complying with relevant standard specifications & as directed by the departmental officers.. 75 Run off the 2 wires of 2.5 sqmmCopper PVC insulated unsheathed single core Multi Strand Fire Retardant 1.1 KV grade copper cable with ISI Mark conforming to IS:694/1990with continuous earthing means of 2.5 sqmm copper PVC Insulated unsheathed single core multistand fire retaradant 1.1 kv grade cable confiring to IS 694/1990 in fully concealed 19/20 mm dia rigid pvc conduit pipe (heavy duty ) with ISI mark including cost of all materials specials etc., all complete .complying with relevant standard specifications and as directed by the departmental officers. 76 Supply and fixing of 40X40X6mm M.S Angle for single phase EB Service connection to meet the E.B requirements etc., all complete .complying with relevant standard specifications and as directed by the departmental officers. 77 SUPPLYING and laying of 8 SWG GI Wire on wall below GL With necessary U nails earth work excavation and refilling etc. Complete compplying with relevant standared specifications and as directed by the departmental officers. 78 Supplying & fixing of water tight bulk head fittings with chokeguard suitable for 60/100 Watts bulb including necessary connections cost of materials, supply ofone number of Bulk Head fitting, 11 watts CFL lamp etc. all complete as directed by the Departmental Officers. 79 Supplying and fixing of 32 Amps Triple pole switch with metal clad (side handle) with rewireable fuse unit on a suitable well varnished Teak wood of boardincluding necessary inter connection and earth connection, cost of all materials etc., all complete. 80 Providing Earthing station using pipe electrode as per IS 3043 using 2.0m of 40mm and 1.0 m of 20mm B-class 1m of 15mmGI pipe including earth work excavation, brick work in cement mortar and plastering and cost of funnel, GI nuts, bolts, washers, check nuts, GI bend, reducer and coupling, C.I. cover of 30x30cm and including charcoal of 25 kgs and salt10 kg etc., all complete complying with relevant standard specifications & as directed by the departmental officers. 81 Supplying and fixing of five star rated high speed Ceiling Fan with electronic stepped regulator etc. all complete specification and as directed by the Departmental Officers. 82 Supplying, laying and joining the following dia PVC (SWR) pipe type B class having pressure 6kg/cm2 confirming to IS 13592 and relevant specials including necessary earth work excavation for trenches and refilling the same, well rammed and consolidated after the pipes are joined with lubricant,laid to proper gradient and to the alignment etc complete in all respects complying with relevant standard specifications and as directed by the departmental officers Below ground level(The brand and quality of pipes should be got approved from the EE before use).For Distribution Line 83 90 mm dia PVC pipe (6Kg/Sq.cm)Below G.L 84 63 mm dia PVC pipe (6Kg/Sq.cm)Below G.L 85 50 mm dia PVC pipe (6Kg/Sq.cm)Below G.L 86 25 mm dia PVC pipe (10Kg/Sq.cm) Below G.L 87 Supplying and fixing in position best approved of BIS quality110mm PVC rain water down fallpipes having a pressure of 4 kg. / sq.cm including cost of neceSORy PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails,etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab includingfinishing neatly etc., complete. The rate shall be inclusive of cast of removable cast irongrating. The PVC pipe shall be fixed in wall with special type of “U” clamp at the centreof the pipe line in addition to those for more than 3.0 metre pipe length, etc., completecomplying with standard specification and as directed by the departmental officers. 88 Supply and delivery of the following PVC rigid pipes of pressure rating 6KSCwith ISI mark and specials of approved quality including cost of materials and conveyance to site of work etc.complete.(The quality and brand of pipe and specials should be got appproved by the EE before use) 89 PVC Tee 63 mm 90 PVC Bend 90 mm 91 PVC Bend 63 mm 92 PVC Bend25 mm 93 PVC end cap 63 mm 94 PVC End Cap 50 mm 95 PVC end cap 25 mm 96 PVC reducer 63x50 mm 97 PVC reducer 90x63 mm 98 PVC saddle piece 50X25 mm 99 PVC saddle piece 63x25 mm 100 PVC Ferrule 25 mm 101 PVC 90mm Flange with Tail piece 102 PVC 90mm adopter 103 90 mm PVC pipe- 6kg/sq.cm for Road Crossing 104 50mm PVC pipe - 6kg/sq.cm for Road Crossing 105 Construction of Valve pit chamber of size 90X90X90CM as per standard type design including earth work excavation in all soils and sub soils except in hard rock requiring blasting refilling the sides of foundation with excavated earth foundation concrete with cement concrete 1:5:10 using 40mm HBG jelly, brick work in cement mortar 1:5 using chamber burnt II nd class ground moulded bricks of size 9x43/8 x 23/4 and plastering with cement mortar 1:5, 12mm tk, plain cement concrete 1:2:4 using 20mm gauge HBG jelly and RCC precast slab of 75mm tk using 20mm gauge HBG jellyexcluding cost and fabrication of steel grills but including jointing pipe lines and specials, fixing valves and surface box etc. all complete complying with relevant standard specification and as directed by the departmental officers 106 For Fire Hydrant Valve 107 For Scour valve 108 For Sluice Valve 109 Air valve 110 Supplying and fixing 30W LED CUB Model Street light fittings all type in the existing street poles with required GI Pipes B Class and accessories etc., complete 111 Supply and fixing of 2 Nos. of MS Box ofsize not less than 600X225X100cmn 16g with door and lock and key arrangements for obtaining E.B.Service connection for street lights with One box comprising off 1 Nos. 32 AMPS 500 V fuse Units, 1 No. copper earth plate with required brass bolts and Nuts with washers on a suitable single TW plank of 20mm thick for fixing E.B. meter and other box comprising of 1 No. 32 AMPS DPIC, 1 No 40 AMPS single pole MCB isolater with connections MS sheets steel enclosure for controlling the street lights on Subitable single TW plank of 20mm thick and including necessaary bolts and Nuts in theTNEB pole with washers and run off 4 Sq.mm copper PVC insulated unsheathed single core/cable in 20mm B grade class GI pipes with ISI mark of required quantity for street light service connection etc., all complete in all respects and as directed by the departmental officers. 112 Supply and delivery of 1100 lit capacity Galvanized iron compactor bins suitable for being lifted by the bin lifted mechanism of the Compactor vehicle for the following specification including loading and unloading charges .( As per QTN including GST ) 1. Over all dimension volumetric capacity 1.10 cu.m2. Length of 1100 mm & width 950 mm3. over all height 990mm4. Bottom Panel with 2mm thickness5. Front and rear panel 2mm thickness , side panel 2mm thickness 6. Lift hook 42mm OD GI pipe etc 113 Providing and Erecting of Direction and Place identification Retro - reflectorised signs made out of cube Corner Micro prismatic Grades sheeting confirming to Type - XI standards of IRC- 67: 2012 and ASTM D 4956 09 specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmX25mm X3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with clear height of not less than 2.1m from the ground level to the bottom of the sign board and 0.6m below ground level. the sign post should be painted as per IRC 67- 2012 and firmly fixed to the ground by means of properly designed foundation with P.C.C 1:2:4 using 45cmX45cmX60cm size including cost and conveyance of all material, Equipment , Machinery and labour with all leads and lifts , loading charges necessary for satis factory completion of the work as directed by the Engineer in charge. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro - relection as per Table 6.9 of IRC 67-2012 . The retro - reflective sheeting shall be covered under 10 years waranty issued for field performance and a certified copy of three years out door exposure report shall be obtained as per IRC 67-2012 ( as per MOT& H specification No.801 ) for location of Black spot , curve, sharp bend, junction, ghat roads and critical zone application. Indication Board size 0.90X 0.60M 114 Providing and laying of hot applied Thermoplastic compound 2.5 mm thick includingreflectorising 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, uniformand free from streaks and holes etc., complete as per MoRT&H specification No.803
