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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹60 L
EMD Value
₹60,000
Closing Date
27 Dec 2024, 3:00 pmClosed
Bdo , Thiruvarankulam
Pt.Union,Thiruvarankualm
Construction of 60,000 Lr Capacity OHT and Borewell, Pumping Main and EPL at Kalyanipuram in Kothakkottai Panchayat
2024_RDTN_511686_1
Tvk/UTM/Work-1
Open Tender
Civil Works
Item Rate
180 days
Thiruvarankulam
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹60,000
27 Dec 2024
17 Dec 2024
27 Dec 2024
17 Dec 2024
27 Dec 2024
17 Dec 2024
Amount
onstruction of 60,000 Lr Capacity OHT and Borewell, Pumping Main and EPL at Kalyanipuram in Kothakkottai Panchayat
Drilling of 150mm dia borewell in Sedimentary 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 completed
0 to 60m from G.L. Level
60 to 90m from G.L. Level
90 to 120m from G.L. Level
120 to 150m from G.L. Level
150 to 180m from G.L. Level
180 to 210m from G.L. Level
210 to 240m from G.L. Level
Supply and Delivery of following PVC casing Pipe
200mm OD PVC Plain pipe (C.M)
200mm OD PVC slotted casing pipe
200mm PVC Threaded end cap
Reaming 200 dia borewell to 350mm dia borewell
0 to 60 m from G.L. Level
60 to 90 m from G.L. Level
90 to 120 m from G.L. Level
120 to 150 m from G.L. Level
150 to 180m from G.L. Level
180 to 210m from G.L. Level
210 to 240m from G.L. Level
Labour charges for inserting casing pipes (with or without slots) in the drilled holes, filling with the annuler space with pebblis size and quality approved by the Officer.
Charges for developing the borewell with air compressor of cfm capacity including transporation, fuel, labour etc and assertaining the yield of borewell by V notch method and as directed by Officer.
7.50 HP PUMPSET
Supply and delivery of 7.50 HP submercible Pumpset having duty of 75lpm x 200M head
Supply and delivery of the following panel board to suit 7.5 HP Submercible pumpset
Supply and delivery of 4.0 sqm Submercible cable for pumpset erection
Supply, delivery and erection of 50mm dia UPVC Column Pipe for Pumpset erection
Supply, delivery and erection of following GI specials for Pumpset eretction
HDPE Collar
50mm GM Elbow
50mm GM non Return value
50mm GI flange set
50mm MS clamp set
150mm MS Borewell Cover
Provision for Labour charges for Erection of Pumpset etc., complete
Provision for 7/20 GI Bearer Service wire for EB Post to main
Provision for 32mm dia GI Pipe for EB Connection
Provision for Labour charges for EB Service Connection etc., complete
60,000 Lr Cap OHT
Earth work excavation on bank with an initial lead of 10m and lift of 2m in the following classification of soils Hard stiff clay, black cotton hard red earth, shals, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B.
a. For first depth of 2 M
Second depth of 1M
Filling with clear river sand in foundation including cost & conveyance to site and labour charges for watering raming and all other incidental charges etc., complete.
PCC 1:4:8 mix using 40mm ISS HBG metal including cost & conveyance of all materials to site including cost of cement and labour for mixing laying compacting curing concrete and all other incidental charges etc., complete for foundation.
RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost & conveyance of all materials to work site and including cost of cement all other incidental charges etc., completed but executing cost and conveyance of steel fabrication charges and centering complete.
A) 1.5m to 4.50m Below GL
B) 0m to 1.50m Below G.L
C) Column above upto 4.5m from GL
D) Column 4.51m to 7.32m above GL
E) Roof slab 7.33m to 10.98m from GL
F) Roof slab 10.98m to 14.64m from GL
G) Roof slab 14.64m to 18.30m from GL
STEEL CENTERING: Centering for sides and soffits includig necessary supports and strutting to the required height for the folllowing RCC items using MS sheets of suitable size of B.G. 10 stiffened with welded MS angles of size 25mmx25mmx3mm for boarding, laid over silver oak (country wood) joist of size 10cmx6.5cm spaced at 90m C/C and supported by causrina props of 10cm to 13cm dia spaced at 75cm C/C complying wth standard specification etc., completed as directed by TWAD board officers.
A. PLANE SURFACE
i. Below GL
ii) G.L and at 3.30m from Above G.L
iii) 5.31m to 6.30m from above GL
iv) 8.31m to 9.30m from above GL
v) 11.31m to 12.30m from above GL
B) CURVED SURFACE
i) Upto 3.30m ht
ii) Floor Slab Sides (11.30 to 12.30m)
C. SQUARE COLUMN
i) Below GL
ii) Column 0m to 3.30m above GL
iii) Column from 3.31m to 4.30m above GL
iv) Column from 4.31m to 5.30m above GL
v) Column from 5.31m to 6.30m above GL
vi) Column from 6.31m to 7.30m above GL
vii) Column from 7.31m to 8.30m above GL
viii) Column from 8.31m to 9.30m above GL
ix) Column from 9.31m to 10.30m above GL
x) Column from 10.31m to 11.30m above GL
xi) Column from 11.31m to 12.30m above GL
Painting two coats of Emulsion paint with approved cement paint over one coat of priming coat over cement plastered exposed surface of the reservoid including cleaning preparing the surface and curing etc., complete
Supply and fabrication of steel as per IS432/1960 (Tested Quality) including fabrication charges for all RCC items schedule in the tender including cost of steel including cost of electrodes and power for wilding typing wires, space bars cover blocks and all other incidental charges etc., completed and as directed by 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 1:1.5:3 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.
Providing and fixing of RCC inner access ladder in R.C.C. 1:1.5:3 mix using 20mm and 10 mm size hard granite broken stone (machine crushed) inside access ladder 0.60m wide made with steps at 45 cm interval from roof slab to floor slab level of the S.R including cost of reinforcement, fabrication, labour charges, centering charges colour washing with cement paint of approved colour and quality in two coats etc. complete and as directed by the TWAD Board Officers.
Providing 65 mm GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
Supplying and fixing of cut stone of size 0.45m x 0.45m x 0.15 set in CM 1:3 (One cement and three sand) below the inlet pipe inside the service reservoir and as directed by the 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
Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes specials, value, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality etc., complete.
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 coupler
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
65x50mm GI reducer
75mmx63mm PVC reducer
65mm GM gate valve
50mm GM gate valve
63 mm PVC 4Ksc Pipe
Refilling foundation with excavated earth
Labour charges for GI pipe connection
Cement Concrete 1:2:4 mix using 20mm HBG metal including cost and conveyance of all materials to work site and all labour charges etc.complete
Supply and fixing of cutstone pillar including cost and conveyance of all materials to work site and all labour charges etc., complete.
Supply and fixing of chain linked fencing with chain links of 10cm x 10cm x10 gauge of best approved quality including cost of GI wire and labour charges for fixing in position etc., complete
RAIN WATER HARVESTING FOR OHT
Earthwork excavation and depositing on bank with initial lead and lift in cll clauses of soils such as hard stiff clay stiff black cotton soil hard red earth, sharles, murrams, gravel, stoney earth and mixed with 50% of fair sized boulders etc. complete.
Sand Filling with good river sand including cost and conveyance of all materials to site including all labour charges for filling etc complete
Supply and fixing of 20mm Broken stone including cost and conveyance of all materials to site including filling etc complete
Supply and fixing of 40mm Broken Stone including cost and conveyance of all materials to site including filling etc complete
Cement Concrete 1:4:8 mix using 40mm metal including cost and conveyance of all materials to site including all labour charges for filling etc complete
Brickwork in CM 1:5 mix using country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including cost and conveyance of all materials of all materials to site and labour charges etc. complete
Cement Concrete 1:2:4 mix using 40mm metal including cost and conveyance of all materials to site including all labour charges for filling etc complete
Plastering with cement mortor 1:5 mix to 12mm thickness including cost and conveyance of all materials to site and all labour charges etc. complete
Supply and fixing of 4"PVC Pipe etc., complete
Supply and fixing of 900mm dia RCC Collar
Construction of Pumproom
EARTH WORK EXCAVATION for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, structting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15 cm thick well cammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial leads and lifts etc. including the sites complete complying with standard specifications and as directed in hard stiff clay, stiff black cotton soil, hard red earth, shale murrams, gravel stony earth and earth mixed with 50% (fifty percent) fair size boulders and hard gravely soils (SS20B)
Supplying and filling in foundation and basement with FILLING M.SAND in layers not more 15 cm thick in layers, rammed watered and compacted., complete complying to standard specification.
Cement Concrete 1:4:8 Using 40mm gauge Hand Broken Granite stone jelly for foundation including watering whenever necessary and jaid in layers not more than 15 cm thick compacting etc., complete complying within standard specification and as directed.... Rate for 10 cum.
Brick work in cement mortar 1:5 (one cement and five sand) using country bricks ground moulded of size 23 x 11 x 7 cm. For the following including curing etc. complete complying with standard specification.
R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges etc., complete.
Supplying fabricating and placing in position mild steel or ribbed for steel and all roinforced cement concrete works as per the design given including cost of steel and binding wire in all foors etc., complete complying with standard specification.
Supplying and errecting centring for sides and soffits of all RCC works including cost and conveyance of all materials to site and labour charges etc. complete
Fabrication and supply of MILD STEEL DOOR of size 1.10 m x 2.00 m with double leaves, outer frame made of 35x35x5 mm equal M.S.L. angle and shutter frame made of 25x25x5 mm equal M.S.angle for horizontal and vertical members and the shutter frame strengthened by stiffeners of 2 nos horizantal and 3 Nos diagonal for each shutter using M.S. flat of size 20x5 mm fully covered with 18 gauge plain M.S. full sheet whelded with shutter frame neatly and also fixing by welding 6 Nos holdfasts 2 Nos of wind appliances 3 Nos of tower bolts 1 No aldrop 3 Nos of handles fixing the shutter with 6 Nos of hinges without frame of the door including painting the whole unit with one coat of best quality of redoxide primer.
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.
Special ceiling plastering with cement mortor 1:3 mix to 10mm thick including cost and conveyance of all materials to site and all labour charges etc. complete.
Plastering with cement mortor 1:5 (one cement and five sand) 12mm thick in all floor including curing etc. complete complying with standard specification.
White washing 2 coats with shell lime including cost and conveyance of all labour charges etc., complete.
Emulsion Painting two coats using approved colour pigments including cost including cleaning preparing the surface including all labour charges etc., complete
Painting TWO coats of new iron works such as steel doors, windows, ventilators, window bars, balustrades, etc, with best approved first quality of synthetic enamel paint of approved colour over the existing priming coats, etc., complete complying with standard specification.
Pipeline for Pumping Main
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils
Supply and delivery of following PVC Pipes 90mm OD PVC 6KSC Pipes
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment 90mm OD PVC 6KSC Pipes
Refilling the excavated earth including all labour charges etc., complete
Providing for Supply and fixing of Water Meter with Dirt Box etc., complete
Providing for Erection charges for Water Meter etc., complete. (Includes earth work excavation,labour charges, cutting and threading, conveyance,welding and hire charges for tools and plants etc., complete)
Pipeline for Delivery line
Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils
Supply and delivery of following PVC Pipes 63mm OD PVC 4KSC Pipes
Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment 63mm OD PVC 4KSC Pipes
Refilling the excavated earth including all labour charges 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}
A. SENGOL (BID ID -1220835)
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