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Tender Value
₹16 L
EMD Value
₹16,000
Closing Date
3 Oct 2024, 3:00 pmClosed
Block Development Officer(BP)Peravurani at Avanam
Block Development Officer(BP)Peravurani at Avanam
Construction of 30000 Lires OHT and Construction of Pump room with 7.5Hp Motor at Velampatti Habitation in Edaiyathi Panchayat
2024_RDTN_489005_1
1545/2024/A2
Open Tender
Civil Works
Item Rate
120 days
Block Development Office(BP)Peravurani at Avanam
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹16,000
Yes
Block Development Office(BP)Peravurani at Avanam
4 Oct 2024
27 Sept 2024
3 Oct 2024
27 Sept 2024
3 Oct 2024
27 Sept 2024
30 Sept 2024
Amount
Construction of 30000 Litres OHT and Construction of Pump Room with 7.5 Hp Motor at Velampatti Habitation in Edaiyathi Panchayat
Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and requiring the sides of foundation. First depth upto 2m
Earthwork excavation for foundation in all soils and sub soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and requiring the sides of foundation.Second depth below 2m
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 M30 GRADE using graded aggregate of HBGs excluding cost reinforcement, centering, shuttering, but including cost of concrete, placing, vibrating etc complete
a) For raft below GL(1.50 - 4.50) below GL
b) For coloum and brace upto GL(0-1.50)below GL
c) For raft above GL (0-3.58m)
d) For coloum beam floor slab and side wall (4.50-7.50m) From GL
e) For side wall and roof slab 7.30-10.43 above 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).
Plane surface - below GL
Raft side
For GL brace and middle brace B1
For GL brace and middle brace B2
For Floor beam and bottom of floor slab
Curved surface6.00to8.45 m
for side wall& roof slab sides hanch
Square coloum
For coloum below GL
For GL to 3.30m
For coloum 3.30m to 4.30m
For coloum 4.30m to 5.30m
For coloum 5.30m to 6.30m
For coloum 6.30m to 6.85m
Exterior Emulsion two coatgs for approved colour including cost and conveyance and all labour charges etc complete
supplying and fabricating and placing in position MS steel or ribbed for steel for 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 specification
Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide 50x50x6mm MS angle for side stepsin 16mm MS plain rods fixed at 30mm c/c welded, joinded etc.
Providing and fixing of RCC access ladder in RCC 1:1.5:3 mix using 20mm HBG metel including cost and conveyance and all labour charges etc complete
Providing PVC ventilating arrangments, mosquito proof nylon net with 110mm PVC pipes and cowl etc complete
Providing manhole cover of size 0.60x0.60m in RCC 1:1.5:3 mix with suitable reinforcement and 50x50x6mm MS along edges etc complete
Refilling with excavated earth other than sand complying with standard specification for filling in trenches
65mm dia GI pipes for tank connection
65mm dia GM gate valve
65mm dia Non Return valave
65mm dia GI coupling
65mm dia GI Elbow
65mm dia GI Bend
65mm dia GI Flange set
65mm dia GI Union
Provision for GI pipe line work including cutting ,threading &fixing charges
Earth work excavation of and depositing on bank with intital leadof 10mtr. & initial liftof 2mtr inhard stiff clay stiff black cotton soils, stiff re earth, shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils.
Supply & Devliery of PVC rigid pipes for potable water supply as per IS 4935/1988 and aa amended fro time to time with ISI marking of othe following sizes with necessary couplers or bel ended pipes as specified in ISI and the required quantity of solvent cement having the required woring pressure and for delivery at site of works including loading, unloading stacking and transit insurance charges etc.,complete.(6kgs)
63 mm PVC Rigid Pipes
Refilling with excavated earth (other than sand complying with standard specification for filling in trenches.
Conveyance of PVC rigid pipes and lowering into the trenchlaying to proper gradian and alignment, jointing PVC couplers with solvent cement and testing to required pressure including conveyance of water into one k.m. lead for filling in the pipes excluding cost of materials which will be supplied.
63 mm PVC Rigid Pipes
63mm pvc bend
63mm pvc Tee
63mm pvc End cap
Provision for Pump Room
Earth work excavation of and depositing on bank with intial lead of 10mtr. Initial lift of 2mtr in hard stiff clay stiff black cotton soils, stiff earth , shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils
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.
Earth filling in basement & sides of foundation with excavated earth including ramming and consolidation etc., complete
Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers.
Brick work in CM 1:5 (one cement and five sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete and as directed by TWAD Board Officers.
For foundation and basement
For super structure
Reinforced cement concrete 1 : 1 1/2: 3(one cement,oneand half sand and three coarse aggregate)using 20mm size hard broken stone jelly(machine crushed) for the following members.The rate to excludethe cost of steel for reinforcement,centering,shuttering, strutting but includingcost of mixing of concrete,placing,vibrating with Mechanical Vibrator, finishing and curing etc. complete and as directed by TWAD Board Officers.
Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978.
Plastering with C.M. 1:5(One part of cement and Five parts of sand) with 12mm thick over brickwork portion including labour charges for mixing finishing and curing etc., complete and as directed by TWAD Board Officers.
Special ceiling plastering for RCC Slab with C.M.1:3(One part of cement and Three parts of sand) 10mm thickover RCC surface including labour charges for mixing finishingand curing etc., complete as directed by TWAD Board Officers.
Flooring in C C 1:4:8 (one cement ,four sand and eight HBS) 10 cm thick using 40mm HBS metal and top finished with Cement mortar 1:3 (one cement and three sand) 12 mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers.
Supply and fixing of MS door (Single leaf) of sizes 1.00 x 2.00m in MS angle 50 x 50 x 4mm and MS flat 35 x 6mm with MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locing arrangements including two coats of approved enamel painting over one coat of primer
Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete.
Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m
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 Departm
White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by TWAD Board Officers
Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone M.Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers
Electrification charges
Light Point SD 21
Plug Point SD 34
16 Amp DPIC SD136
Meter Board SD 120
GI Service Pipe SD 67
Service Main SD 62
Arial Fuse SD 124
4X40W tube SD 83
BH Fitting SD 80
40W Bulb SD 77
Provision for Water meter
Provision for 50 mm Water meter - TWAD SOR PAGE 81 , 16 clause
Water meter Dirt BOX
Water meter erection charges
Provision for Platform
Earth work excavation of and depositing on bank with intial lead of 10mtr. Initial lift of 2mtr in hard stiff clay stiff black cotton soils, stiff earth , shales murrams, gravel stoney earathand darth mixed with 50% fair sized boulders and hard gravelly soils
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.
Cement concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance etc complete
Steel centering for soffits of RCC members including shuttering,strutting to the centring and providing supports etc.complete for the following members using MS Sheets of size 90cm x 60cm and BG 10 Gaugesstiffened with welded MS angles of size 25 x 25 x3mm laid over Silver Oak(country wood) joists of size 10 x 6.5 cm (spaced at about 90cm C/C) and supported by Casurania props of 10 cm to 13 cm dia. spaced at 75 cm C/C and as directed by TWAD Board Officers.The centring materials should be supplied and should be removed after the specified stripping time of the concrete as per IS 456/1978.
Provision for Soak pit
Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit.
Cost and supply of Special Blue slotted pvc pipes for Borewell
Cost and supply of PVC End cap
Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary et complete complying with standard specification
Supplying and filling in basement with filling River sand in layer of not more than 15 cm thick well rammed etc., complete.
filling the Soak pit with 40mm metal as per specification
filling the Soak pit with 20mm metal as per specification
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}
R C RAVICHANDRAN (BID ID -1153830)
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