Construction of Burial Ground Waiting Shed and Hand Pump at Perunjunai AD Colony West in Thiruvengaivasal Pt.

Amount

Construction of Burial Ground Waiting Shed and Hand Pump at Perunjunai AD Colony West in Thiruvengaivasal Pt.

Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 B for foundation etc complete

sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Cement Concrete in 1 :4:8 mix using 40 mm metal including cost and conveyance of all materials to site and labour charges etc complete

Brickwork in Cement mortar 1 : 5 mix using new II class bricks including cost and conveyance of all materials to site and labour charges etc complete.

Supplying and errecting shuttering including necessary support for plane surface in Foundation Basement and Roof slabs strutting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connected 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 about 90 cms center to center and supported causorina 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) for column

Below GL

Above GL

Supplying, fabricating and placing in position mild 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.

R.C.C. 1:1.5:3-using 20mm ISS HBGS metal including cost and conveyance of materials and labour charges etc. complete

Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work.

Plastering with C. M 1:5 mix, 12 mm thick including cost and conveyance of all materials to site and labour charges etc complete.

Paving the Top of roof with Solar reflective ceramic tiles of size 305 x 305 x 7mm thick of approved quality and colour laid in Cement mortar 1:3 (One cement and three M.Sand) 12mm thick and pointed with tile grout (Nitotile Grout or equivalent) and cement in the ratio of 1:3 for joint, curing etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by the Executive Engineer before use on works)

Providing Granolithic Pattern Floor finish with plain cement concrete 1:2:4 using 10-12 mm ISS HBG metal and top rubbed smooth etc., complete complying with standard specification as directed. (25mm thick)

White washing 2 coats with shell lime including cost and conveyance of all labour charges etc., complete.

Painting two coats with Exterior Emulsion including cost and conveyance of all materials to site and all labour charges etc., complete.

HAND PUMP

Conduction Geo Physical survey using scienfic instrument

Drilling of 150mm dia borewell in hard rock area anywhere in Pudukkottai District in the place shown by the Officers including transportation of rig and supporting vehicle from one place to another place including fuel, labour, etc., complete.

Loose Soil

Hard Rock

Supply and delivery of 150mm dia PVC Casing Pipe

Supply and delivery of India Mark - II Hand pumpset, 32mm G.I Pipe 30m pipe socket - 10nos with all accoessories

32mm GI raiser pipe (3M)

32mm GI raiser pipe coupling

Construction of Hand pump platfrom 1.85mm dia for India Mark -II hard pump as per TWAD type design in C.C.1:2:4 including mixing, Placing Curing etc., complete as directed by Officials.

Conveyance of Hand Pump set to site

Erection of India Mark II Hand Pumpset

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}

MURUGESAN (BID ID -1558103)