Construction of 60000litre OHT Thiruppanthurai Habitation in Thiruppanthurai Panchayat

Amount

Construction Of 60000 Litr OHT @ Thiruppanthurai Habitation in Thiruppanthurai PanchayatThiruvidaimarudur Block.

Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by dept. officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B

First depth of 2m

Second depth

Supplying and filling in foundations and basement with filling M- sand in layers not exceeding 15 cm.thick,well watered,rammed and consolidated etc. complete complying with standard specifications.

Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.

RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by dept. officers.

For footing below G.L.

For Column upto G.L. & GL Brace

For column upto 4.5m from GL & Middle Brace

For column from 4.5m to 5.25m from GL

Supplying and erecting Centering and Shuttering for soffits including necessary supports and strutting up to 3 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specification.(Payment for centering shall be given after the concrete is laid).

For column footing (1.50m to 4.50m below GL) Plain Surface

For column (below G.L. & 3.30m above GL ) square Surface

For G.L. Brace(0 to 1.50m below GL ) Plain Surface

For Middle Brace at 3.12m ht Plain Surface

For column ( 3.31m to 4.30m) Square

For column( 4.31m to 5.30m ) Square

For column ( 5.31m to 6.30m ). Square

For column ( 6.31m to 7.30m ). Square

For floor beam (plain surface 6.30M to 7.30m)

For floor slab ( Plain surface 6.30m to 7.30m)

For Floor slab sides ( curved surface 0m to 3.30m)

Side wall inner, Outer & haunches( curved surface 0 to 3.30m)

For side wall inner & Outer and Roof Slab Sides(curved surface 3.30 to 3.45m)

For Roof Slab (Plain surface 0 to 3.30m)

Reinforced Cement Concrete work 1 : 1.5 : 3 (one part of cement, one & half parts of sand and three part of broken stone 20mm size excluding the cost of steel, centering, strutting but including cost of labour for mixing, placing ,finishing and curing etc., complete

For floor Beam 4.50m to 7.32m

For Roof slab

For haunces at 4.50m to 7.32m

For Sidewall From 7.32m

For Roof slab

Providing manhole cover of size 1x1 0.60 X 0.60 M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by dept. officers.

Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by dept. officers

Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of 10,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by dept. officers.

Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 2Smm x 25mm etc., complete and as directed by dept. officers. Providing PVC ventilating arrangements mosquito proof nylon net with 1l0mm PVC pipes and cowl and as directed by dept. officers. Providing cut stone slab in CM 1:3 and as directed by dept. officers.

Providing RCC slab inside the SR of size 0.50x0.50x0.15 cm as directed by Department Officers.

Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by dept. officers

Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by dept. officers.

Supply & Delivery of following Pipes and specials for OHT connection

Supply of GI Pipes for OHT Connections 65 mm dia

Supply and Delivery of G.M.Gate valve 65mm size

Supply & Delivery of 65 mm G.I Tee

Supply & Delivery of 65mm G.I. Coupling

Supply & Delivery of 65mm G.I Elbow

Supply & Delivery of 65mm G.I Flange

Supply & Delivery of 65mmx50mm GI Reducer

Supply & Delivery of 63mm Tr.Coupler PVC

Refilling of the foundation with execavated soil in layers of thick including ramming watering etc., complete as directed by the dept.officers

Bore Well Sub Estimate

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)

Upto 60M depth ending below ground level TP-267

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

Upto 60M depth ending below ground level TP-267

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

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

Provision for Rainwater harvesting

Brick work in CM 1:5 using country brick of size 8.75" x 4.25" x 21/4" including curing complete for parapet wall alround roff slab as directed by Department Officers for Rain water harvesting.

Plastering in CM 1:5 -12mm thick alround parapet over roof slab including finishing curing complete and as directed by Department Officers.

Plastering in CM 1:3 over roof slab of reservoir 10 mm thick with proper gradient of 1/50 for drain the rain water at the center of roof slab by Connecting the rain water harvesting pipes with over flow pipe as per type design and as directed by Deparment Officers

Distembering two coats with approved cement paint over one coat of primaing coat over cement plastered exposed surface of the reservoir including celaning preparing the surface and curing preparing the surface and curing complete and as directed by Department Officers

Supply and fixing of PVC grating of size 20 x 20 cm for fixing the roof of the reservoir

SoakPit

Earth work excavation and depositing on bank with initial lead of 10m and lift of 2.00m in Hard stiff clay, Stiff Black Cotton soil, Hard red earth, Shaless, Murrams and earth mixed with small size boulders etc. as per SS 20B.

Plain Cement Concrete 1:4:8 (one cement four sand and eight aggregate) using 40mm HBS for foundation including the cost of mixing concrete, ramming, curing etc., complete and as directed by Deparment Officers etc., complete.

Brick work in CM 1:5(one cement five sand) using country bricks of size 8 ¾ x 4 ¼ x 2 including curing etc. complete and as directed by Department Officers etc., complete.

Supply and filling 40mm HBG stone as per specification and as directed by Department Officers

Supply and filling 20mm HBG stone as per specification and as directed by Deparment Officers

Supply and filling of sand as directed by Deparment Officers etc.,

Plastering in CM 1:5, 12mm thick as directed by Department Officers etc.,

Supply delivery and fixing of splash pad of size 500 x 500mm at the flow junction point with recharge pit (1 : 3 :6 - 20mm)

Supply and delivery of 63mm PVC 4 KSC pipe

Refilling in all type of soils and laying of 63 mm PVC pipes jointing testing complete re-filling as directed by Department officers.

Pre cast RCC 1:1.5:3 cover slab of size 1.45 x 0.06m size 1 no using 20mm HBG stone excluding cost of steel fabrication etc., complete.

Steel shuttering charges precast RCC cover slab

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

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}

PUGAL PRABA ENTERPRISES