Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Jan 2024
Closing Date11 Jan 2024
Tender AmountRefer Documents
Costs
EMD
₹ 17,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of 30000 Litres Oht At New Hariyancolony H/o Annamalahalli Karimangalam Block Tn04-07-08 - Jjm-(mvs)-2023-2024
Description
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Contact
Tender Id
2024_RDTN_406291_1Bid Award Id
ViewTender No
Roc.No. 274-2020-E6 dt.03.12.2024-P03Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. For foundation
2.3
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For GL Landing Platform for ladder
0.15
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-
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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. For foundation
3.46
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-
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For GL Brace
0.18
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-
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Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 20mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. For GL Landing Platform for ladder
0.22
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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 TWAD Boa
A)For items 1.5m to 4.5m below GL
FOOTING Rectangular Portion
Trapexoidal portion
'(.35/3)x(2.2*2.2+0.4*0.4+2.20*0.40) =0.49
7.58
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B)For items 0 to 1.50m below GL
For column upto G.L. For GL brace For GL brace extended portion for landing slab
For GL Landing Platform for ladder
1.75
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C)For items 0m to 4.5m above GL
Columns Brace No 1 at 2.715m
For brace extended portion for landing slab
For Landing Platform for ladder
2.57
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D)For items 4.51m to 7.32m above GL
Columns Brace No 2 at 5.58m
For brace extended portion for landing slab
For Landing Platform for ladder
1.97
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E)For items 7.32m to 10982m above GL
Columns Brace No 3 at 8.445m
For brace extended portion for landing slab
For Landing Platform for ladder
2.27
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F)For items 10.98m to 14.64m above GL
Columns
For beam at 11.45m above GL
For beam extended portion for landing slab
For Landing Platform for ladder
For floor slab at 11.61m above GL
For haunches Sidewall
11.34
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G)For items 14.64m & upto 18.30m from GL
Sidewall
For Roof Slab @14.75 to 14.93 m from GL
Deduction for manhole cover
For PVC cowl
3.11
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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
A)PLANE SURFACES
Below G.L. For Footing Side
For GL Brace bottom For GL Brace sides GL brace extn portion-bottom
GL brace extn portion-outside
LANDING PLATFORM
GL Landing Platform-side
GL Landing Platform-outside
GL Landing Platform-Bottom
19.62
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B)ABOVE G.L. to 3.30m For Ist Brace bottom @2.715m(m2)
For Ist Brace Brace sides(m2)
Brace extn portion-bottom(m3)
Brace extn portion-outside(m3)
Brace extn portion-inside(m3)
Brace extn portion-face(m3)
Landing Platform-side(m3)
Landing Platform-outside(m3)
Landing Platform-Bottom(m3)
FROM FLOOR TO 3.30 M
Roof slab bottom (m2)
Deduct for Manhole (m2)
For sidewall junction with Roof bottom(m2)
ADD Sides of manhole (m2)
25.98
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-
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C)05.30m to 6.30m
For IInd Brace bottom @5.58m(m2)
For IInd Brace Brace sides(m2)
Brace extn portion-bottom(m3)
Brace extn portion-outside(m3)
Brace extn portion-inside(m3)
Brace extn portion-face(m3)
Landing Platform-side(m3)
Landing Platform-outside(m3)
Landing Platform-Bottom(m3)
12.01
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-
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D)8.30m to 9.30m
For IIIrd Brace bottom @8.445m(m2)
For IIIrd Brace Brace sides(m2)
Brace extn portion-bottom(m3)
Brace extn portion-outside(m3)
Brace extn portion-inside(m3)
Brace extn portion-face(m3)
Landing Platform-side(m3)
Landing Platform-outside(m3)
Landing Platform-Bottom(m3)
12.01
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E)11.31m to 12.30m
Floor beam bottom @11.45 m(m2)
Floor beam inside (m2)
Floor beam outside(m2)
Beam extn portion-bottom(m3)
Beam extn portion-outside(m3)
Beam extn portion-inside(m3)
Beam extn portion-face(m3)
Landing Platform-side(m3)
Landing Platform-outside(m3)
Landing Platform-Bottom(m3)
Bottom of floor slab including working space(m2)
Deduct Beam bottom (m2)
Deduct Column junction (m2)
44.51
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F)Curved Surface 0 to 3.30m from floor level
Sides of floor slab Side wall outer Side wall inner Haunch (slanting) Sides of roof slab
82.76
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G)Square column a)Below G.L. Column below G.L. Deduct brace junction
6.48
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b)Ground level to 3.30 m
Ground level to 3.30 m
Deduct brace @2.715
15.12
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Square Column
c)3.31 to 4.30m
4.8
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d)4.31 to 5.30m
4.8
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e)5.31 to 6.30m Deduct brace @5.58m
4.08
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f) 6.31 to 7.30m
4.8
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g) 7.31 to 8.30m
4.8
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-
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h) 8.31 to 9.30m
Deduct brace @8.445m
4.08
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i) 9.31 to 10.30m
4.8
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j) 10.30 to 11.30m
4.8
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k) 11.31 to 12.30m
0.72
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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 TWAD Board officers
For column For Braces-3 Nos -(4 x0.30=1.20m)
Deduct column&Brace junction 3Nos
Floor beam outer face Inner face Floor slab bottom Floor slab sides Floor slab top Side wall outer Roof slab sides Roof slab sides offset
Landing Platform :
For Extended Braces & beam - 4 Nos - Deduct landing &Brace junction 3Nos
Landing Platform-Top & Bottom(m3)
Landing platform sides
Landing platform sides
176.29
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Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers.
51.09
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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 M30 Grade 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.
1
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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 cu
1
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Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
1
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Providing cut stone slab in CM 1:3 and as directed by TWAD Board officers
1
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Providing manhole cover of size 1x1 0.60 X 0.60M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers.
1
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Pipe connection to SR
a)65mm Ø GI pipes for over flow & 1xl
15
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b)rain water harvesting pipe 65mm Ø GI pipes for over flow & 1xl
17
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c)50mm Ø GI pipes for scour pipe 1xl
11
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d)65mm Ø GI pipe for delivery 1x1 pipe
9
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e)90mm Ø PVC Threaded coupler
2
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f)65 mm Ø PVC threaded coupler
2
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g)65mm Ø GI Tee
5
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h)65mm Ø GI 900 Bend
9
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i)65mm Ø GI coupler
1
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j)65mm Ø GI union
1
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k)65mm Ø GI Elbow
1
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l)65x50mm Ø GI Reducer
1
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m)75mmx 63mm PVC Reducer
1
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n)75mm PVC Threaded coupler
2
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o)75x90 PVC Reducer
1
-
-
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p)75x63 PVC Reducer
1
-
-
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q)65mm Ø GM Gate valve
2
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r)50mm Ø GM gate valve
1
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Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers. As per item l(a) + l(b) Less item 2,3 & 4A & 4B Total
29.75
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Provision of Name Board
1
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Pipe Line
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
174.15
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Supply of 63mm PVC Pipes including cost and conveyance of all materials to site and all labour charges etc., completed.
430
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Labour charges for laying and joining 63mm PVC Pipes including all labour charges for laying pipes in proper alingment and gradient including cost of solvent cement etc., complete.
430
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Refilling with excavated earth after laying of pipes including all labour charges Solvent cement etc., complete.
172.81
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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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