15th FC Scheme 2025-2026 Providing Deep Bore well with Mini Power Pump At Railway Compound Cross Road and Near MLA Office And Over Flow Drain at Muthur OHT in Thiruvidaimarudur Town Panchayat.

Amount

Drilling of borewell anywhere in Tamilnadu including transportation from one place to another place within Tamilnadu in alluvial soil or sedimentary strata of clay and sand or sand, stone, shale, pebbles, boulders etc., by first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia by direct or reverse rotatry mud and circulation method using contractor's rig, fuel, labour, drilling, betonite mud and water required for drilling at the site shown by the TWAD officers including construction of mud pit.

below 60mdepth

Above 60m depth

b) Drilling of borewells of size 6” to 8” dia. in sedimentary formation using hand boreset including insertion of casing pipe etc., and supplying and packing of pebbles (Conveyance of hand bore set including loading and unloading to be done by the contractor)

below 60mdepth

Reaming140/ 150 mm dia pilot bore to 300mm dia bore as directed by the Departmental Officer.

below 60mdepth

Above 60mdepth

Supply of approved quality PVC CASING PIPE 150mm CS plain pipe With Exice Duty AS PER IS 12818/1992.

Supply of approved quality PVC CASING PIPE 150mm RS Slotted pipe With Exice Duty AS PER IS 12818/1992.

Supply of approved quality 150mm dia OD PVC end plug etc. complete as per standard specification.

Labour charges for inserting 150 mm/200 mm/250 mm dia (Pre Casing pipes assembly (With slots or without slots) in the drilled hole including welding the joints etc., complte and supply packing annular space with pebbles of size and quality as approved by the Executive Engineers of TWAD

Charges for developing the borewell with air compressor of 300 cfm capacity (Minimum 8 Hours) including transportation labour and fuel charges for compressor as directed by TWAD Board officers and conducting yield test by 'V' notch method.

Supply and fixing of 32 mm dia GI Pipe of "B" class approved quality,including cost and conveyance of all materials and labour charges etc., complete as per standard specifications.

Supply and run off 1.5sq. mm 3 core 1.1 KV Grade Copper cable conforming to IS 694/1990 Part I With ISI Marking.

Supply and fixing of 1HP Submergible Motor pumpset of 20x70 LPM/M of ISI make approved quality, including cost of materials to site etc., complete as per standard specification

Supply and fixing of 1HP Submergible Motor pumpset of single phase Panel Board with two level guard and auto start of ISI make approved quality, including cost of materials to site etc., complete as per standard specification.

Supply and fixing of 16 Amps DP Switch with metal clad of 500 V with fuse and neutral (Side Handle) on suitable TW Box PWD Earthing.SD146.

Supply and delivery and fixing of HDPE tank 1000 Litres as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc., as per standarad specification.

Labour charges for errection of submercible pumpset in bore well / open well including fixing and jointing submercible 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 preventer, water levelguard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing pumpset and trail run for 10 days.

Providing UPVC (Un-Plasticized Polyvinyl Chloride) Door: Providing and fixing casement doors fabricated from unplasticized polyvinyl chloride (uPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mm x 55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25 x 24 x 25mm steel reinforcement with a thickness of 1mm to have dimensional stability. The sash should be of 60 x 102mm. The mullion should be of 60 x 74mm. The profiles should have co-extruded seals. Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside. Glazing: The window system should be glazed with 5mm plain float glass / 6mm bison lam Installation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding nylon plug and driving ms electroplated screws into plug.

Earthwork excavation for foundation in all soil and sub soils of full depth an may be directed refilling the sides of foundation with excavated earth in layers not more than 10 cm thick well complying with standard specification depositing the surplus earth with in the compound in places show by the departmental officers with initial leads and clearing and leveling of site etc., complete complying with standard specification.

Supplying and filling fine river M sand in layer not more than of 15 cm thick including water with all layers and consolidation complying with standard specification including cost and conveyance of sand at site and all labour charges and all other incidental charges etc., complete.

Cement concrete in 1:4:8 (One part of cement, Four part of M sand eight part of ISS gauge HBG metal) using 40mm ISS gauge HBG metal including cost of conveyance of metal from approved quarry at site including cost of cement and all labour watering including mixing dumpling and laying in layer of not more than 15 cm thick and tampering to consolidation curing and all other incidental any complying with standard specification etc., as per T.N.D.SS.No.28.

Brick work in cement 1:5 mix (One part of cement Five part of sand) Using well burnt country brick of size 8 ¾ x2 ¼ x2 ¼ including cost and conveyance of the brick at site including cost of cement and all other incidental charges and labour charges etc. complete for foundations and basement T.N.D.S.S. No: 31.

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 65cm & 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

Without strutting

Reinforced Cement Concrete 1:1 1/2 :3 (One part of cement One and Half parts of M sand Three parts of ISS gauge HBG metal) using 20mm ISS gauge HBG metal including cost and conveyance of metal from approved quarry at site including cost of cement and all labour watering including mixing damping and laying in layer of not more than 15cm thick and tampering to consolidation curing and all other incidental any complying with standard specification etc complete.

Supplying fabricating and placing to position MS or RTS rods including cost of steel, binding wire and labour charges for cutting bending, cranking, tying and lying in position etc., all complete as per standard specifications.

Plain Cement Concrete 1:2:4 Mix (one part cement, two part M sand and four part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. etc., complete

Plastering with CM 1:5 mix 12 mm thick in all floors complying with including cost and conveyance all materials and labour charges for mixing applying and finishing smooth etc., complete as per standard specification.

Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris, putty, wherever required etc., complete complying with standard specification.

Supply and run of 2 of 1.5sqmm (22/0.3) PVC insulated SC unsheathed Cu.Conductor of 1100V grade on 7/20 GI bearer wire for service connection mains SD 64.

Manufaturing the precast cement concrete slab of size 60x45x7.5cm in plian cement concrete 1:2:4mix using 20mm ISS HBG Metal from approved quarry the rate shall include mixing concrete using a mixer machine laying concrete in steeel moulds after prperly oiling them and fibrating finishing the top surface smooth placing the slab along with the mould and base plate and casting yard,removing the molud carefully after initial setting placing the slab in the curing take after 24 hours from the time of casting removing them from curing take after 7 days of curing stacking them in stacking yard within a lead of 100 meter and curing them for full period by sprinkiling water as dirrected by Departmental officers-10 M2

Supply and fixing of TNEB meter Board suitable for 32A Single Phase service connection with 32A Fuse unit (500V) 32A neutral link and earth link (1" x 1/8" Copper flat) on TW plank of size 375mm x 300mm x 19mm with supporting TW reepers of 1" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earth connection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit. SD 125

Providing and laying WMM (Wet Mix Mecadam) of 250 mm compacted thickness in two layors of 125 mm thick or else as specified on the prepared sub base with graded stone aggregate and granular material of quality size and grading pasting in layor with motor grader and compaction with vibrating rollers of 80-100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments equipments safety measures testing and incidents necessary to complete the work as per MORT&H406

Providing and laying of Rubberized Paver block 83 mm thick High Strength type of interlocking pavement block in required size of minimum comperesive strength of 40 N/mm2 in Uniform Shape at approved make to be laid in curring bone pattern with approved non sticking surface in top and the rate including leveling the base preparation of subbase with the ston dust 100 mm thick laying out the cut pieces to fit the edge vibrating the paver sweeping transporting loading , un loading and laying the Paver block etc Completed. as per Standard Specification.

Vetriselvan (BID ID -1461802)