Madurai District Construction of Bath tub with borewell in adi Dravidar Colony at Nallur Panchayat in Thirupparankundram Block

Amount

Construction of Bathing Tub With New Borewell arrangements in AD Colony at Nallur Panchayat in Thirupparankundram Block Pkg 02

Earth work excavation for foundation in all class of soils except hard rock requiring blasting but shoring shuttering and baling out water wherever necessary and refilling the sides of the foundation with excavated earth in layers of not more than 15 cm thick well rammed and consolidated and depositing the surpous earth in all palces shown by the departmental officers with initial lead and lift etc including levelling the site etc., complete with standard specification in hard stiff cllay, stiff black cotton soil, hard fred earth, shale murums, gravel stoney earth, and earth mixed with 50% fair sized boulders, and hard gravelly soil in foundation.

Refilling the basement with excavated earth other than sand complying the standard specification

Cement concrete 1:4:8 (one cement, five sand, and Ten hard broken stone) Using 40mm ISS size Hand Broken granite stone Jelly for Foundation and Flooring including labour charges for mixing concrete watering and laying the concrete in layers not more than 15 cms thick compacting etc complete complying with standard specification etc complete.

Brick work in cement Mortor 1:5 (One cement and live sand) using II class Bricks for the following including mixing mortar and all other labour charges etc complete Above basement

Supplying, fabricating and placing in position inild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate. The binding wire shall be supplied by the Contractor.

Supplying and erecting shuttering including necessary support for plance surface in Foundation Basement and Roof sllabs struting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connecterd with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at abour 90 cms center to center and supported cauanna props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155)

R.C.C 1:1.5:3 (one cement one and half sand and three machine broken stone) using 20 mm ISS gauge machine broken HBG metal for RCC works excluding cost and (abrication otreinforcement and centerning shuttering charges but including curing and providing fixtures like fan clampsin the RCC floor or Roof wherever necessary and bearing surfaces of walls sides and bottom of slab, beam etc., shall be finished smooth with cement mortar 1:3 (one cement and three sand) 12mm thick and with kraft paper without claming extra etc as directed by the departmental Officers complete complying with standard specification.

Plastering with CM 1:5 mix, 12mm thick including cost, conveyance and all labour charges etc., completed.

Dadoing the walls with new Glazed tiles of size 150 x150 x6 mm laid in CM 1:2 ,10 mm thick and pointig with white cement using 0.40 Kg/m2 including finishing the joint and pointing flush with ties surface

Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone M.Sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)

Painting two coats with ready mixed Plastic emulsion of first class quality paint and of approved colour over a priming coat ,inculding through scrapping, clean removal of dirt etc. complete and inculding necessary plasterof paris , putty whereever required .

Borewell cover

Geophysical survey charges

Drilling of 150mm dia vertical borewell in hard rock area as per the recommentation of hydrogeologist including the transportation inserting of casting pipe and flushing etc.., complete 1) UP TO …….M

Drilling of 150mm dia vertical borewell in hard rock area as per the recommentation of hydrogeologist including the transportation inserting of casting pipe and flushing etc.., complete 1) UP TO ….M

Supply and delivery of of 150 mm PVC casing pipe 6kg/sqcm

Labour charges for erection of 165mm pvc casing pipe

Supply and delivery of the following PVC / GI pipes and specials

40mm UPVC Pipe

32mm G I Pipe

32 mm G I coupling

32mm Clamp set

32mm GI Elbow

Borewell cover

32mm GI Union

32 mm G I Hex Nipple

32mm GI NRV

32mm GI Gate Valve

32mm GI Bend

Nylon Rope

Meter Board

16Amps 415V Fuse Carrier

3/20 PVC Copper Wire

3/20 CTS wire

25mm GI Pipe

25mm GI Elbow

63mm PVC Pipe

63mm PVC Elbow

63mm PVC Tee

63mm PVC FTA

Laying and jointing of GI pipes

Laying and jointing of PVC pipes

2.50 SQ MM SUBMERSIBLE CABLE

Supply and delivery of submersible pump setr of duty 20 Lpm X 100 M head 1.50 H.P

Supply and delivery of Panel Board submersible pump set 1.00 H.P

Labour charges for erection of 1.00 HP submersible pumpset

Labour charge for wiring from EB pole to pedestal

Construction of Masonry Sintex Pedastal of size 1.50 x 1.50m x 1.10 m above ground level including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete

E B Registration fees and caution deposit of power supply

Earthwork excavation in hard stiff clay and hard rock earth and pipe laying, jointing and refilling the trench with excavation soils etc.., complete

For Pipe line ( Length x 0.60 x 0.90)

Provision for Name bord Charges etc

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}

K THAVASI