Thanjavur District Kumbakonam- Construction of New OHT with Borewell and Pumb room in Serugudi Habitation at Kallur Panchayat Under 15th FC (Block Panchayat) 2024-2025 Kumbakonam Block.

Amount

Part.01 Construction of 30000 lit OHT at Serukudi Habitation in Kallur Panchayat.

Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers First depth of 2m From 0 to 2 m below GL In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B

Second depth of 2m From 2m to 4 m below GL

Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers

Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the TWAD Board Officers.

Below 1.5m from GL Column footing

0m to 1.50m below GL Base Slab for fixing MS ladder at GL

0m to 4.50m above GL

4.50 m to 7.32 m above GL

7.32 m to 10.98 m above GL

10.98 m to 14.64 m above GL

14.64 m to 18.30 m above GL

Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the TWAD Board Officers.

Below GL

From GL to 3.30m

From 5.30 m to 6.30m above GL

From 8.30m to 9.30m above GL

From 11.30m to 12.30m

Square Column:(Square Column Below GL and upto 3.30m above GL)

3.31m to 4.30m ht

4.31m to 5.30m ht

5.31m to 6.30m ht

6.31m to 7.30m ht

7.31m to 8.30m ht

8.31m to 9.30m ht

9.31m to 10.30m ht

10.31m to 11.30m ht

11.31m to 12.30m ht

Curved Surface - upto 3.30m ht.

11.30m to 12.30m floor slab above flat form inner and outer face

12.30m to 13.30m side wall above floor slab above flat form

13.30m to 14.30m side wall above floor slab above flat form

14.30m to 15.30m side wall above floor slab above flat form

Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.

Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the TWAD Board officers.

Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.

Rcc1.1.5.3 stonexcluding the cost of reinfrocement and centring and shuttring but including curing finshing etc.

Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers

Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers.

Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by TWAD Board officers

Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below.

65mm GI pipes for inlet connection

65mm GI pipes for over flow & rain water harvesting pipe

50mm GI pipes for scour pipe

65mm GI pipe for delivery pipe

90mm PVC Threaded coupler

63mm PVC Threaded couple

65mm dia GI Tee

65mm dia GI bend 90

65mm dia GI bend (short)

65mm GI coupler

65mm GI union

65mm GI Elbow

50mm GI union

50mm GI Elbow

65mm GI Tee

65x50mm GI reducer

75mmx63mm PVC reducer

65mm GM gate valve

50mm GM gate valve

63 mm PVC 4Ksc Pipe

Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers

Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.

Provision for water meter, dirt box including erection charges

Provision for chlorinator

Provision for Borewell

Drilling of bore wells any where in Thanjavur District including transportation form one place to another place whithin the above district in alluvial soil or sedimentary strata of clay and sand or sand stone, shale, pebbles boulders etc., by first taking a pilot bore of 140mm dia and then enlarging to required dia by direct or reverse rotary mud and water required for drilling at the site shown by the departmental officers including construction of mud pit. ( Water available within a lead of 1.50km)

Drilling of 160mm dia pilot bore Upto 60M depth ending below ground level TP-302

Upto 60m TP-302

60 and above TP-302

Reaming from 160/200 mm dia pilot bore to 300mm dia bore as directed by the departmental officers Upto 60M depth ending below ground level TP-270

TP-302 Upto 60m

TP-302 above 60m

Labour Charges for inserting PVC casing pipes assembly (with slots and without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete and supplying and packing the annual space with pebbles of size and quality as approved by the departmental officers 140mm PVC casing pipes.TP-270 TP-270.

Charges for developing the Bore well with Air Compressor of 300 / 250 CFM capacity including transportatin, labour and fuel charges for compressor as directed by the departmental officers and conducting yield test by "V" notch methods. TP-270

Supplying and delivery of the following materials as per specification.

150mm OD PVC Plain Blue Casing Pipes. (SW/MW).TP-7 CS

150mm OD PVC Slot Casing Pipes.(MW) TP-7 RS

150mm PVC End Plug TP-12

Supply and Delivery of Single phase pumpset with mortar as per ISI 20 Lpmx 80m head including panel board consist of following Relay, Contact, Condenser, Volumeter and Ammeter suitable for the above pumpset (50x100 )2HP Three (23323+7635)=30958

50 mm UPVC Pipe Medium TP-7

50 mm bendTP-29

50mm GI Flange setTP-29

50mm Clamp set TP-29

50 mm GI Coupling P-29

1.5 Sq.mm flat copper submersible cable TP-120

7/20 Copper wire for service connection PWD-123(10sq.mm)

Labour charges for erection of pumpset in the deep bore well including connection of submersible cable etc.TP-272

Provision for Geological survey

Construction of Pump Room

Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by TWAD board Officers First depth of 2m From 0 to 2 m below GL In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B

Cement concrete works 1:4:8(one part of cement, four part of sand and eight part of aggregate), using broken stone 40mm size for levelling course for foundation,Basement including mixing, placing, finishing, curing etc., complete.

Earth filling in basement with excavated earth including raming and consolidation etc.complete.

Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by TWAD Bord officers

Brickwork in Cement Mortar in 1:5(one part of cement and five part of sand) using country bricks of size 8.75" x 4.25" x 2.25" for Basement and steps including curing etc.complete

For Footing and Basement

for superstructure upto 4.50m ht.

Reinforced Cement Concrete works 1:1.5:3 (one part of cement,one and half part of sand & three part of aggregate) using broken stone 20mm size excluding cost of Steel and centering and shuttering but including cost of labour charges for mixing placing, finishing and curing etc., complete

Centering to sides & soffits of RCC structures including strutting etc. complete using steel centering

a. For Lintel and Roof Slab

Plastering with Cement Mortar 1:5 (one part of cement and five part of sand) 12mm thk. Including labour charges for mixing,finishing, curing etc.complete

Special ceiling plastering for RCC slab with Cement Mortar 1:3(one part of cement and three parts of sand) 12mm thick including labour charges etc.complete

Finished with Cement Mortar 1:3 (one part of cement and Three part of sand) 20mm thk. Including labour charges for mixing,finishing, curing etc.complete

Supplying & fixing in position of steel Door of size 0.9 x 2m in MS angle 50mmx50mmx 4mm,M.S. flat 35mmx6mm with M.S, sheet of 18 gauge including ventilating arrangement using 20mm square M.S. rods with locking arrangement, furniture fittings and including painting with read mixed paint two coats over one coat of primer etc., complete

Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete

Supplying & fixing in position RCC post box type jolly of size 0.60x0.45.

Emulsion painting rwo coat over one coat of primary coat of white cement incuding cleaning and preparing of surface

white washing Two coats over side wall roof celling anfd other surface of including cleaning preparing the surface complete

Weathering course over RCC roof including fixing in position of one course of pressed tiles etc. complete.

EB Connection

Provision for Name Board

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

IDEAL ENGINEERING (BID ID -1134365)