Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date29 Jul 2024
Closing Date6 Aug 2024
Tender Amount₹ 29,97,000
Costs
EMD
₹ 30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDTN_467672_1Bid Award Id
ViewTender No
Roc.No. 2487/2024/E2 JJM-NABARD-RIDF XXIX-2024-25Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Cost of 150mm dia Borewell in Hard rock Area Over Burden soil for Insertion of Casing Pipe
12
-
-
Hard Rock Area
138
-
-
Hard Rock Area
30
-
-
Hard Rock Area
30
-
-
Hard Rock Area
30
-
-
Hard Rock Area
30
-
-
Hard Rock Area
5
-
-
Cost of Casing pipe including Installation charges 165mm O/D PVC Casing pipe
12
-
-
Borewell Cover
1
-
-
Supply, delivery & erection Three phase Submersible pumpset (Sub Estimate)
-
-
-
Supply and delivery of Three phase Submersible Pumpset (As per IS 8034) including all tax charges. Pumpset: 5.00 HP, Duty: 50 Lpm x 175 m
1
-
-
5.00 HP panel board with two level guard and auto starter including tax charges.
1
-
-
Supply and delivery of following UPVC pipes and specials conforming to IS 694/1990 for UPVC Pipes IS 1239/1990 part I required for pumpset erection. 4.00 sq.mm flat copper Submersible cable
262
-
-
40mm UPVC Pipe
250
-
-
40mm GI Elbow
2
-
-
40mm GI Union
1
-
-
40mm MS Clamp set
2
-
-
32mm GM Non Return Valve
1
-
-
20 mm GI Pipe for Cable encasing including earth work, laying, refilling charges.
2
-
-
4 sq.mm flat cable For Service Wire
30
-
-
25mm Gl pipe for Service connection
2.1
-
-
25mm Gl Bend
2
-
-
63amp Fuse unit
3
-
-
Labour charges for erection, testing and commissioning of the submersible pumpsets in the bore well including fixing and jointing the submersible cable with proper clamps up to the starter to the required depth using erection of clamps, valves, Panel Board
1
-
-
Construction of Masonry Pedestal for fixing KIOSK Size : 1.2 x 0.60 x 0.75 m
.......(Vide Separate Estimate).......
1
-
-
Construction of sanitation sealing arrangements
1
-
-
Provision for EB Deposirt Charges
1
-
-
Construction of 60000 Litres OHT (12.00 M Staging Height)
-
-
-
Earth work excavation below G.L. and depositing on bank within an initial lead of 10.00 m and an initial lift of 2.00 for the following classification of soil First Depth of 0 to 2 M
In hard stiff clay, stiff black cotton soil, hard red earth, sales, murrams, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil S.S.20B For Column Footing For G.L Brace
72.36
-
-
Second depth of 2.0m to 3.0 m
11.77
-
-
Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Board officers
3.36
-
-
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m from GL. For Footing
5.05
-
-
RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete
-
-
-
A). Below 1.5m from GL Column footing
12.23
-
-
B). 0 m to 1.50m below GL
2.52
-
-
C). 0m to 1.00m above GL
0.49
-
-
D).1.00m to 4.50m above GL
3.5
-
-
E). 4.50 m to 7.32 m above GL
3.17
-
-
F). 7.32 m to 10.98 m above GL
3.58
-
-
G). 10.98 m to 14.64 m above GL
15.61
-
-
H). 14.64 m to 18.30 m above GL
7.4
-
-
Steel Centering, soffits of RCC works including strutting and shuttertting Charges etc. complete for the following
-
-
-
I). Plain Surface
-
-
-
a). Below GL
28.85
-
-
b). From GL to 3.30m
15.89
-
-
c). From 3.31m to 4.30m
24.19
-
-
d). From 5.31m to 6.30m
12.58
-
-
e). From 6.31m to 7.30m
3.31
-
-
f). From 8.31m to 9.30m
9.93
-
-
g). From 9.31m to 10.30m
5.96
-
-
h). From 11.31m to 12.30m
51.54
-
-
II). Square Column:
-
-
-
A). Square Column Below GL and upto 3.30m above GL
24.72
-
-
B). 3.31m to 4.30m ht
5.6
-
-
C). 4.31m to 5.30m ht
5.6
-
-
D). 5.31m to 6.30m ht
4.82
-
-
E). 6.31m to 7.30m ht
5.3
-
-
F). 7.31m to 8.30m ht
5.6
-
-
G). 8.31m to 9.30m ht
5.06
-
-
H). 9.31m to 10.30m ht
5.06
-
-
I). 10.31m to 11.30m ht
5.6
-
-
J). 11.31m to 12.30m ht
0.56
-
-
A. Curved Surface - upto 3.30m ht.
105.15
-
-
B.Curved Surface - 3.30m to 4.30m ht.
17.02
-
-
Supply, fabrication, placing in position of steel rods cutting tying etc. complete including cost of reinforcement RTS rods.
70.28
-
-
Painting two coatsto the exposed surface of SR using cement paint
222.16
-
-
Providing outside M.S Ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps fixed at 30 cm centre to centre etc.and providing of Landing slabs with hand rails using 32mm GI pipe and 40mmx6mm MS flat etc. as per approved design
1
-
-
Providing Hand rails over the Roof slab by using 32 mm GI Pipe with 40mm x 6mm MS Flat and fixied with 12mm dia Fastner Bolt 75mm long and as directed by TWAD Bd officers
1
-
-
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc.,
1
-
-
Providing GI Ventilation arrangement 2 nos mosquito proof nylon net with 65 mm GI pipe and spls as directed by the TWAD Board officers 1 m 65 mm Gi pipe, 4 nos 65 mm Gi elbow , 4nos cutting and 8 nos threading and 2 nos 65 mm GI tee
1
-
-
Providing cut stone slab in CM 1:3 of size 0.3 m x 0.3 m x 0.15 m and as directed by TWAD Board officers
1
-
-
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
1
-
-
Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint
-
-
-
65mm dia GI pipes
60
-
-
75mm dia PVC Threaded coupler
4
-
-
65mm dia GI Tee
2
-
-
65mm dia GI Elbow
6
-
-
65mm dia GM Gate valve
3
-
-
65mm dia GI Flangeset
6
-
-
65mm dia GI Coupling
12
-
-
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers
-
-
-
As per item 1(a) + 1(b) Less item 2,3 & 4A, 4B
60.97
-
-
Providing Name board
1
-
-
Provision for Dismandling
1
-
-
Provision for fenching
1
-
-
Provision for Platfrom
1
-
-
Provison for Pipe line (Sub Estimate)
-
-
-
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
107.33
-
-
Supply of 63mm PVC Pipes including cost and conveyance of all materials to site and all labour charges etc., completed.
265
-
-
Labour charges for laying and joining 40mm HDPE Pipes including all labour charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete.
265
-
-
Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete.
106.81
-
-
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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