Maintenance and Repair Works to Perumandi Crematorium at Ward No5 Swami Malai Road In Kumbakonam City Municipal Corporation

Amount

Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram, ordinary earth, earth mix with 50% fair sized boulders etc., with initial lead and lifts including laying, spreading, leveling, sectioning breaking clods etc., including all incidental charges etc., complete as per standard specification . for Foundations SS 20B TNDSS NO. 23 &24 V, VI (S2) VI 9

Supply filling of M-Sand in layer of not more than 15 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand to Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification TNDSS NO. 24 &25 NBC Part VI (S2) 8

Plain Cement concrete of mix 1:4:8 (One cement four M-sand and eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including labour charges, transporting and placing in position including shoring, strutting forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO.28 V,VI S25

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ). TNDSS NO.86 K, 86 A

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 contenet of 325Kg/ 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 imparing 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 staandards. (No separate payment will be made by the Department for the excess usage of materials)

Supplying, fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc.complete complying with standard specifications and as directed by the deparmental engineers.

Painting two coats with ready mixed Plastic Emulsion Paint S.I.358 Plastic emulison paint of'approved quality and colour over a priming coat, including thorough scraping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required including cost and conveyance of all materials etc.and all lobour charges etc.complete as per Standard specification and as directed by the departmental officers. TNBP No:66-A

Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete,

Supplying and fixing of 6 metre length single bracket pole with base plate (250x250x6mm0 76.10mm OD x 3.65 mm thick x 6000mm Length in control box with foundation hardwares. etc complete as per standard specification. As per PWD SOR 2017-18 P.No.98

Supply and Fixing of 30 W LED Street Light Fittings as per PWD SOR P.No.69

Supply and laying of 2 x 16 sq.mm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 mt. Layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good.Ele. Data 2017-18 SD -197

Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm/200mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit.

Upto 60 mt. Depth ending below ground level

From 60 m upto 90 m Depth ending from ground level

Reaming 140/150/200mm dia pilot bore to 300mm dia bore as directed by the TWAD Board Officer.

Upto 60 mt. Depth ending below ground level

From 60 m upto 90 m Depth ending from ground level

Supply of the following casing pipes of ISI approved quality with wall thickness not less than 7.5mm to 8.5mm with PVC couplers and cement Paste etc. Complete and including packing the annular space with pebbles quality and size of pebbles and the PVC pipe should be approved by the departmental officer.TWAD P-17

Plain Pipe

150mm dia OD PVC end cap

Labour Charges for inserting 150 mm/200mm/250 mm dia (M.S. Casing pipes assembly with slots or with out slots) in the drilled hole including welding the joints etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineers of TWAD Board.

Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation, labour and fuel charges for compressor as directed by TWAD Officers and conducting yield test by 'V' notch method.

Supply and delivery of clear water vertical wet type submersible pumpset suitable for 150mm dia borewell conforming to IS 8034/2002 with latest amendments and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainlesss steeel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/difuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor asper IS9283 suitable for operation in AC 3 phase 415 V+/- 10 %, 50 HZ +/- 5 % {10HP (175lpm x 75m)} TWAD P-90

PVC INSULATED AND SHEATHED 3 CORE FLAT TYPE COPPER CABLE CONFORMING TO IS 694/1990 FOR THE YEAR

Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.

Supply and fixing of 32 Amps DP Switch of 500V with metal clad with fuse and neutral (Side Handle) on suitable TW Board with PWD Earthing ELECTRICAL

Supply and fixing of 32mm UPVC pipe including cost and conveyance of all materials and labour charges etc complete as per standard specification.

Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete,

FURNACE FRONT UP AND DOWN MS DOOR WITH FULL SET AND AND MAIN SHAFT 8’FEET AND DOOR HAND SHAFT AND BEARINGS 4NOS * CHAIN SPARKET 4NOS ,¾ CHAIN BOX 4NOS

LPG MANUAL BURNER 5NOS

TROLLEY SERVICE WORK

FURNACE FRONT SHEET WORK 3NOS

* WE DESIGN, SUPPLY AND ERECT DOUBLE THROAT SS VENTURE AND WET SCRUBBING ARRANGEMENT AFTER THE FURNACE CAPABLE OF REMOVING FINE DUST PARTICLES THROUGH WET WASHING. * THE VENTURE SCRUBBER SHALL BE CONNECTED TO A WASH COLUMN FOR GAS-WASH WATER SEPARATION. THE VENTURE SCRUBBER SHALL BE SS OF 2.5MM THICK PLATE SUITABLY MANUFACTURED AND TESTED AT FABRICATION SHOP * 6NOS OF WATER NOZZLE ,INNER SIDE FILTER CERAMIC LAYER * CENTRIFUGAL PUMP OF SUITABLE TO CIRCULATE TO MILD ALKALINE WATER THROUGH THE VENTURE SCRUBBER AT A RATE OF NOT LESS THAN 2LIT/S WITH A DISCHARGE PRESSURE HEAD OF (3KG / CM2 MIN) IN THE VENTURE SCRUBBER.

* SS 5HP BLOWER WITHOUT MOTOR * RPM 1440,CFM 4000. * BLOWER BODY AND IMPELLER FULLY FABRICATED SS202 MATERIAL. * BLOWER BED ANGLE FRAME WORK

SMOKEOUT FURNACE TO SCRUBBER TO BLOWER 10’ PIPE BLOWER TO CHIMNEY 20’FEET WITH FLANGE SET FURNACE TO SCRUBBER BEND 4NOS

* CASTING IRON BODY BRICK 100 KG – 6NOS * STANDARD BRICK -100NOS * CASTABLE BAG -5 NOS * CLAY BAG -2NOS

DISMANLING THE BURNER UNIT, SCRUBBER UNIT UNIT,BLOWER UNIT,DOOR ,FURNACE FRONT SHEET ,PIPE LINE . REMOVAL THE OLDBODY BRICK AND RESETTING THE NEW BODY BRICK AND LABOUR

ERECTION AND INSTALLATION AND COMMISSING TRANSPORT AND LABOUR

Selva Construction (BID ID -1532411)