Rural Development And Panchayat Raj Department Tender
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date2 Nov 2024
Closing Date7 Nov 2024
Tender Amount₹ 19,95,000
Costs
EMD
₹ 19,950Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_RDTN_498274_1Bid Award Id
ViewTender No
Rc.No.1089/2024/A2 dt.24-10-2024 Srinivasanallur PanchayatTender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Second depth of 2m to 4m
13.12
-
-
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.
4.37
-
-
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.
4.37
-
-
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. (1.50 to 4.50 below GL )
12.17
-
-
For Column and Brace upto G.L ( 0 to1.50 below GL )
1.75
-
-
For Column and Middle brace 0 to 4.5m from GL
2.83
-
-
For Column beam floor slab and side wall from 4.50m to 7.35 m from GL
2.23
-
-
For side wall, hance and Roof slab from 7.35 m to 10.98 m from GL
2.53
-
-
10.98m to 14.64m
11.41
-
-
14.64m to 18.30m
3.09
-
-
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).
-
-
-
Below GL
19.94
-
-
From GL to 3.30m
25.92
-
-
From 5.30m to 6.30m above GL
11.91
-
-
From 8.30m to 9.30m above GL
11.91
-
-
From 11.30m to 12.30m
40.04
-
-
Square Column
-
-
-
Square Column Below GL and upto 3.30m above GL
21.42
-
-
3.31m to 4.30m ht
4.08
-
-
4.31m to 5.30m ht
4.8
-
-
5.31m to 6.30m ht
3.99
-
-
6.31m to 7.30m ht
4.8
-
-
7.31m to 8.30m ht
4.8
-
-
8.31m to 9.30m ht
3.99
-
-
9.31m to 10.30m ht
4.8
-
-
10.31m to 11.30m ht
4.8
-
-
11.31m to 12.30m ht
0.72
-
-
12.30m to 13.30m
2.48
-
-
13.30m to 14.30m
26.2
-
-
14.30m to 15.30m
26.2
-
-
14.30m to 15.30m
26.85
-
-
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the departmental officers.
45.8
-
-
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
166.58
-
-
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.
1
-
-
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.
-
-
-
RCC 1:1.5:3 (one cement,one and half sand and three 20mm HBG stoneexcluding the cost of reinforcement and centering and shuttering but including curing finishing, etc.complete
0.18
-
-
Supply, fabrication, placing in position of steel rods cutting tying etc.complete including cost of reinfor cement RTS rods
40.54
-
-
Centering, for soffits of RCC works including strutting shuttering charges etc. complete
3.24
-
-
Labour charges for lowering and fixing of RCC ladder inside the OHT
1
-
-
Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by TWAD Board officers
2
-
-
Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by TWAD Board Officers.
1
-
-
Supplying & fixing of water tight manhole frame and cover of size 0.60mx0.60m with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by the Department Officers.
-
-
-
Supply and delivery of 25 x 25 x 6 mm angle for supporting legs. 1x4x0.75=3.00 m x 1.80Kg/m=5.4 Kg
5.4
-
-
Centering, for soffits of RCC works including strutting shuttering charges etc. complete ( 4 x 0.75 x 0.075)
0.23
-
-
Supply, fabrication, placing in position of steel rods cutting tying etc.complete including cost of reinforcement RTS rods- UP TO 16 MM( 2x4x0.70=5.60m x 0.39 kg= 2.184 kg
2.18
-
-
RCC 1:1.5:3 (one cement,one and half snd and three 20mm HBG stone (1x0.75x0.75x0.075)
0.04
-
-
Labour charges for fabricating the board including fixing of M.S. angle cutting bending welding charges using welder etc. completed.
1
-
-
Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes,specials,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below.
-
-
-
65mm GI pipes for inlet connection
18
-
-
65mm GI pipes for over flow & rain water harvesting pipe
16
-
-
50mm GI pipes for scour pipe
13
-
-
65mm GI pipe for delivery pipe
13
-
-
90mm PVC Threaded coupler
1
-
-
63mm PVC Threaded coupler
2
-
-
65mm dia GI Tee
2
-
-
65mm dia GI bend 90
5
-
-
65mm dia GI bend (short)
1
-
-
65mm GI coupler
5
-
-
65mm GI union
2
-
-
65mm GI Elbow
1
-
-
50mm GI union
2
-
-
50mm GI Elbow
1
-
-
65mm GI Tee
2
-
-
65x50mm GI reducer
1
-
-
75mmx63mm PVC reducer
2
-
-
65mm GM gate valve
2
-
-
50mm GM gate valve
1
-
-
63 mm PVC 4Ksc Pipe
6
-
-
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
49.27
-
-
Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling.
1
-
-
Distribution of Extension of Pipe line
1
-
-
Provision for Chlorinator
1
-
-
Provision for name board charges
1
-
-
Bore Well
-
-
-
Conducting Geophysical survey for fixing the location.
1
-
-
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 150mm 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.284
54
-
-
Reaming from 165/200 mm dia pilot bore to 300mm dia bore as directed by the departmental officers. Upto 60M depth ending below ground level TP.284
54
-
-
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. TP.270 165mm PVC casing pipes.
54
-
-
Charges for developing the Bore well with Air Compressor of 300/600 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 Developing the Bore well
6
-
-
150mm OD PVC Plain Blue Casing Pipes. (SW/MW).TP-7 CS
42
-
-
150mm OD PVC Slot Casing Pipes.(MW) TP-7 RS
12
-
-
150mm PVC End Plug TP12
1
-
-
Pump Room
-
-
-
Earthwork excavation and depositing on bank with initial lift of 2.00m in hard stiff clay, Stiff Black cotton soil, hard red earth, shales, Murram etc., as per SS 20 B
6.49
-
-
CC 1:4:8 using 40mm HBS jelly for foundation
1.35
-
-
Earthfilling in basement with excavated earth including ramming & consolidation etc., complete
2.89
-
-
Sand filling with river sand including watering etc., complete
0.93
-
-
Brickwork in CM 1:6 using best country bricks of size 8 3/4" x4 1/4" x2"
4.23
-
-
Brickwork in CM 1:6 using best country bricks of size 8 3/4" x4 1/4" x2"
3.39
-
-
RCC 1:1:5:3 using 20mm HBS for sunshade 75mm thick at wall face and 50mm thick at free end projecting 45cm from wall face moulded along with lintel including centering and plastring etc.,
0.63
-
-
Centering charges for lintel and roof slab including strutting
5.31
-
-
Plastering the brick work with CM 1:5 - 12mm thick including curing etc., complete
38.5
-
-
Ceiling plastering in CM 1:3, 10mm thick including curing etc., complete
4.92
-
-
finished with Cement mortar 1:3 (one cement and three sand) 20mm thick including labour charges for mixing,finishing and curing etc. complete and as directed by TWAD Board Officers.
1.93
-
-
Supply and fixing of MS door (Single leaf) of sizes 0.9 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
1
-
-
Supply, fabricating and fixing in position of RTS rods including cost of steel and binding wire etc., complete.
0.04
-
-
Supply and fixing of RCC box type jolly of size 0.6 x 0.45 m
1
-
-
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
38.66
-
-
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.
4.52
-
-
Weathering Coarse over RCC roof including fixing one coarse of pressed tiles etc., complete.
5.57
-
-
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}
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements