Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Eprocure
Opening Date12 Nov 2024
Closing Date19 Nov 2024
Tender Amount₹ 21,75,000
Costs
EMD
₹ 22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_500589_1Bid Award Id
ViewTender No
A3/2356/2024 dt 08.11.2024Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete.
9.08
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete and as directed by TWAD Board officers.
10.4
-
-
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete.
1.37
-
-
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
13.52
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.
7.2
-
-
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.
0.54
-
-
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 TWAD Board 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
0.42
-
-
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.
0.7
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.
7.86
-
-
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete
0.31
-
-
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.
1.3
-
-
Refilling the foundation with excavated earth including watering and consolidation etc., complete.
40.31
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.
13.06
-
-
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.
0.98
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.
12.41
-
-
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete
0.31
-
-
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.
1.3
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.Sq.Col.Cent. Rate (2.90 - 3.30)
1.34
-
-
Square Column (3.30 - 4.30)
4.8
-
-
Square Column (4.30 - 5.30)
4.8
-
-
Sq.Col.Cent. Rate (5.30 - 5.35)
2.11
-
-
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.Square Column (2.90 - 4.50)
0.53
-
-
Square Column (4.50 - 5.35)
0.45
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Second Brace beam (5.35 - 5.80)
12.41
-
-
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete
0.31
-
-
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.RCC Rate (5.35 - 5.80)
1.3
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.Square Column (5.80 - 6.30)
1.25
-
-
Square Column (6.30 - 7.30)
4.8
-
-
Square Column (7.30 - 8.30)
4.8
-
-
Square Column (8.30 - 8.76)
2.21
-
-
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.Column From Second Brace beam Top to Third Brace Beam Bottom (5.80 - 8.25)
0.98
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.Centering Rate plain surface (8.25 - 8.70)
12.41
-
-
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete
0.31
-
-
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.Third Brace beam (8.25-8.70)
0.85
-
-
Third Brace beam (8.76-9.00)
0.21
-
-
Third Brace beam (8.76-9.06)
0.11
-
-
Landing Beam Projection (9.00 - 9.06)
0.04
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.Square Column (8.70 - 9.30)
1.15
-
-
Square Column (9.30 - 10.30)
4.8
-
-
Square Column (10.30 - 11.14)
4.8
-
-
Square Column (11.30 - 11.31)
0.05
-
-
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.Column From Third Brace beam Top to Floor (Grid) Beam Bottom (8.70 - 9.00)
0.81
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.Centering Rate plain surface (11.14 - 11.30)
12.41
-
-
Centering Rate plain surface (11.30 - 11.59)
29.02
-
-
Centering Rate plain surface (11.14 - 11.30)
3.5
-
-
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete
1.27
-
-
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. RCC Rate (11.14 - 11.85)
5.36
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.Curv. Surface. Cent. Rate (0.00-3.30)
12.39
-
-
Curv. Surface. Cent. Rate (0.00-3.30)
26.06
-
-
Curv. Surface. Cent. Rate (0.00-3.30)
26.06
-
-
Curv. Surface. Cent. Rate (3.30-4.30)
11.73
-
-
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. RCC Rate (11.85-13.50)
3.81
-
-
RCC Rate (13.50 - 15.30)
2.78
-
-
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete.Centering Rate plain surface (3.30-4.30) (3.45m Height)
14.02
-
-
Curverd Sur. Cent. Rate (3.30 -4.30)
2.57
-
-
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete
0.21
-
-
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.
2.84
-
-
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete.,
2
-
-
Providing manhole cover of size 0.60 m X 0.60 m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges etc., complete.,
0.36
-
-
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 25mm x 25mm etc., complete.
1
-
-
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50 mm x 60 mm MS angle for both sides and for steps at 30 cm C/C welded jointed etc., for I staging from GL to Fst 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 M30 Grade mix for Landing slab 5 nos. at Ground Level - 1 No. and abouve Ground Level - 4 Nos. Supply and fixing of 32 mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS base plate of 100 mm x 100mm x 6 mm 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.
1
-
-
Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15)
0.03
-
-
Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three M.Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers
60.93
-
-
Exterior Emulsion Paint two coats with approved exterior emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete.
158.98
-
-
Towards cost and supply of plumbing materials for tank inlet, outlet, scour and over flow etc.,65mm dia GI pipes for inlet connection
17
-
-
65mm dia GI pipes for over flow and RWH
15
-
-
65mm dia GI pipes for delivery pipe.
18
-
-
50mm dia GI pipes for scour pipe.
12
-
-
90mm dia PVC Threaded coupler
2
-
-
63mm dia PVC Threaded coupler
2
-
-
65mm dia GI Tee
2
-
-
65mm dia 90 Deg. Bend
9
-
-
65mm dia GI Bend (Short)
2
-
-
65mm dia GI Coupler
9
-
-
65mm dia GI Union
3
-
-
65mm dia GI Elbow
5
-
-
50mm dia GI Union
2
-
-
50mm dia GI Elbow
1
-
-
65mm dia GI Tee
1
-
-
65 X 50mm dia GI Reducer
1
-
-
75 X 63mm dia PVC Reducer
2
-
-
75 X 90 mm dia PVC Reducer
1
-
-
65mm dia GM Gate Valve
3
-
-
50mm dia GM Gate Valve
1
-
-
75mm PVC Threaded coupler
2
-
-
90 mm * 80 mm dia PVC Threaded Coupler
2
-
-
63 mm * 50 mm dia PVC Threaded Coupler
2
-
-
63 mm PVC Pipe 4 ksc
242
-
-
63 mm PVC Elbow
5
-
-
63 mm PVC Endcap
3
-
-
EW
242
-
-
Refilling
242
-
-
Laying
242
-
-
GEOPHYSICAL INVESTIGATION CHARGES
1
-
-
DRILLING OF 180MM DIA BOREWELL IN HARDROCK AREAS ANYWHERE IN TAMILNADU INCLUDING TRANSPORTATION TO THE WORKSITE IN HARDROCK AREAS AND DEVELOPING THE BOREWELL Over Burden Soil (Ref:- Managing Director, TWAD Board, Chennai, Ltr No. F15090/AE/CM/TWAD Dated. 22-04-2013)
18
-
-
DRILLING OF 150MM DIA BOREWELL IN HARDROCK AREAS ANYWHERE IN TAMILNADU INCLUDING TRANSPORTATION TO THE WORKSITE IN HARDROCK AREAS AND DEVELOPING THE BOREWELL Over Burden Soil (Ref:- Managing Director, TWAD Board, Chennai, Ltr No. F15090/AE/CM/TWAD Dated. 22-04-2013)
132
-
-
DRILLING OF 150MM DIA BOREWELL IN HARDROCK AREAS ANYWHERE IN TAMILNADU INCLUDING TRANSPORTATION TO THE WORKSITE IN HARDROCK AREAS AND DEVELOPING THE BOREWELL Over Burden Soil (Ref:- Managing Director, TWAD Board, Chennai, Ltr No. F15090/AE/CM/TWAD Dated. 22-04-2013)
30
-
-
DRILLING OF 150MM DIA BOREWELL IN HARDROCK AREAS ANYWHERE IN TAMILNADU INCLUDING TRANSPORTATION TO THE WORKSITE IN HARDROCK AREAS AND DEVELOPING THE BOREWELL Over Burden Soil (Ref:- Managing Director, TWAD Board, Chennai, Ltr No. F15090/AE/CM/TWAD Dated. 22-04-2013)
30
-
-
DRILLING OF 150MM DIA BOREWELL IN HARDROCK AREAS ANYWHERE IN TAMILNADU INCLUDING TRANSPORTATION TO THE WORKSITE IN HARDROCK AREAS AND DEVELOPING THE BOREWELL Over Burden Soil (Ref:- Managing Director, TWAD Board, Chennai, Ltr No. F15090/AE/CM/TWAD Dated. 22-04-2013)
15
-
-
SUPPLY OF 180MM OD PVC CASING PIPE INCLUDING TRANSPORTATION CHARGES ETC.,
18
-
-
Providing Borewell Cap at top of PVC Casing pipe Projected above GL After Completing the drilling process as directed by taward board officers Tward 2022-23 pg 299
1
-
-
Supply and delivery of 7.50Hp Three phase per isi 100x175m head
1
-
-
Control panel board Consist of following 1.voltmeter &ammeter suitable for above pumpset
1
-
-
7/20 copper wire (Service Wire)
30
-
-
Ms kiosk Box
1
-
-
plywood
1
-
-
50 mmGI elbow
3
-
-
50 mm GI union
1
-
-
50 mm MS clampset
2
-
-
50 mm Upvc Pipe
235
-
-
50 mm GI Coupling
4
-
-
50 mm GI Pipe
1.5
-
-
50 mm GM Gate Valve
1
-
-
50 mm GI Non Return Valve
1
-
-
Reels insulation Tap
50
-
-
Batten holder
1
-
-
5ams switches
5
-
-
63 ams fuse unit (500V)
6
-
-
63 ams Switch
2
-
-
25mm GI service pipe
3
-
-
shellac
2
-
-
thread ball
2
-
-
insulation taproll ( Roll/10 m )
7
-
-
4.0 sqmm sub flat cable (3 core copper cable)
235
-
-
Nylon Rope
245
-
-
ERECTION OF POWER PUMPS IN BOREWELL LABOUR CHARGES FOR ERECTION OF TWIN PACKER DUPLEX TYPE JET PUMPS IN BOREWELLS UPTO 150 MM DIA INCLUDING FIXING OF SUCTION PIPE REGULATING VALVES WITH JET ASSEMBLY UPTO A MAXIMUM DEPTH OF 30 M AND DELIVERY PIPE VALVES PRESSURE GAUGES UPTO THE EXTERIOR WALL OF PUMP ROOM AND ERECTION OF PANEL BOARD CONSISTING OF TPICN SWITCHES STARTER, VOLTMETER, AMMETER, THREE INDICATOR LAMPS CAPACITOR AND LAYING AND JOINTING THE CABLES AND TWIN EARTHING AS PER IE RULES ETC., COMPLETE AND TESTING THE PUMPS AND TRAIL RUN FOR 10 DAYS INCLUDING SIGNING OF COMPLETION OF REPORTS AS REQUIRED BY EB AUTHORITIES AND FINISHING THE PIPE HOLES INCLUDING THE FOUNDATION BOLTS, NUTS AND EARTH PITS.
1
-
-
Provision for Photo Charges
1
-
-
Provision for Name Board Charges
1
-
-
Provision for Inline Chlorinator
1
-
-
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
-
-
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