Rural Development And Panchayat Raj Department Tender
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Rural Development And Panchayat Raj Department Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date1 Mar 2025
Closing Date11 Mar 2025
Tender Amount₹ 21,54,000
Costs
EMD
₹ 21,540Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RDTN_529065_1Bid Award Id
ViewTender No
A5/2157/2024Tender 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
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Second depth(-2.00m to -2.350m)
8.06
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Collection and supply of Sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specifications
2.3
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Cement Concrete 1:4:8(one cement four sand and eight aggregates) using 40MM HBGS Metal for levelling course for foundation including the cost of mixing concrete,ramming and curing etc., complete as directed by departmental
3.46
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Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement,centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers
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1.50 m to 4.50m below G.L
7.6
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0 m to 1.50m below G.L
1.81
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0 m to 4.50m above G.L
2.89
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4.50 m to 7.32 m From G.L
2.29
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Above GL (+7.320 - +10.980m)
2.58
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10.98 m to 14.64 m From G.L
11.79
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14.64 m to 18.30 m From G.L
3.31
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Supplying and eracting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable size of BG 10 stiffened with welded MS angles of size 25mmx25mmx3mm of boarfing,laid over silver oak joints of size 10cmx6.5 cm spaced at 90 cm center to center and supported by casuarina props 10 cm to 13 cm dia spaced at 75 cm center to center complying with standard specification etc complete and as directed by departmental officers
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PLANE SURFACES
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Below G.L
21.64
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G.L to 3.30 M
26.4
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5.31 to 6.30 m
12.39
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8.31 to 9.30 m
12.39
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11.31 to 12.30 m
44.81
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CURVED SURFACE
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UP to 3.30 m
76.24
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SQUARE COLUMN
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Below G.L
6.48
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0 m to 3.30 m
14.09
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3.31 m to 4.30 m
4.8
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4.31 m to 5.30 m
4.8
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5.31 m to 6.30 m
4.08
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6.31 m to 7.30 m
4.8
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7.31 m to 8.30 m
4.8
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8.31 m to 9.30 m
4.08
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9.31 m to 10.30 m
4.8
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10.31 m to 11.30 m
4.8
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11.31 m to 11.46 m
0.72
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Painting two coats with approved Plastic Emulsion over one coat of primer coat over cement plastered exposed surface of the reservoir including curing preparing the surface and curing etc complete and as directed by the departmental officers
166.01
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Supplying fabiricating and placing in position of HSD Steel rods for reinforcement including the cost of steel and binding wire etc complete and as directed by departmental officers
4097.99
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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 department officers.
1
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Providing manhole cover of size 060 x 0.60m in RCC 1 : 1.5 :3 with suitable reinforcement 50 x 50 x 6mm MS angle fixed along edges and as directed by the departmental officers
1
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Filling the foundation with excavated earth including consolidation as directed by departmental officers
29.31
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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 ena
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65 mm dia GI pipes for inlet ,outlet, scour connection
60
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65mm dia GMGate valve
3
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Supply & Delivery of 65 mm G.I Tee
3
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Supply & Delivery of 65 mm G.I Coupling
9
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Supply & Delivery of 65 mm G.I bend
6
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Supply & Delivery of 65mm G.I.flange set
2
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Conveying Laying and jointing opf 65 mm G.I pipe for plumping work
60
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SUB ESTIMATE
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Rain Water Harvesting Structure and Platform
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Earth work excavation in all clauses of soils with initial lead and lift except hard rock requiring blasting etc., complete for foundation as per SS 20B.
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For first depth of 2m
2.73
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For Core wall
0.8
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Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
1.95
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Brick work in CM 1:5 mix using third class country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including all cost and conveyance of materials and labour charges etc., complete
2.1
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Plastering with cm 1:5mix 12mm thick including all cost and conveyance and all labour charges etc., complete.
9.46
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Collection and supply of 40mm HBG metal and filling in to the recharge pits including cost and conveyance to the site and all labour charges for filling as per standard specifications.
1.45
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Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials, watering, curing and compacting and all other incidental charges etc.,
1.61
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Pumping Main Line
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S/D 90mm 6KSC PVC Pipe
367
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Earth work excavation with an initial lead and lift in hard stiff clay, black cotton, hard red earth, sub murram gravel, stone and earth mixed boulders as per SS20B for pipe laying work.
231.21
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Refilling the excavated portions for Pipe Laying works with excavated earth as per ss20 B etc., complete.
228.87
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Labour charges for Laying of GI, PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testing etc., complete. 90mm PVC Pipes 6Ksc
367
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Motor With Bore Well
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Charges towards conducting Geophysical investigation to locate the yieldable bore well point etc., complete.
1
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S/D of 180mmф PVC Casing pipe (6KSC)
12
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Drilling of 6"ф vertical bore well in hard rock area including transportation charges etc., complete.
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Depth Upto 150m Depth
150
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S/D of 5HP submersible motor pump set (Three Phase) with duty condition of 50LPM against 175m head
1
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S/D of Panel Board (Three Phase) for 5HP Submersible motor pump set
1
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Charges for erecting submersible motor pump set with proper cable, EB Service, Trial run & clamping etc., complete.
1
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S/D of 3core 4.00mm2 flat submersible cable
155
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S/D of MS Kiosk of size 0.75x0.45x0.75m
1
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S/D of 32mmф UPVC Pipe
138
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S/D of 63mmф 6KSC PVC Pipe
50
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Earth work excavation with an initial lead and lift in hard stiff clay, black cotton, hard red earth, sub murram gravel, stone and earth mixed boulders as per SS20B for pipe laying work.
31.5
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Refilling with excavated earth for pipe laying work etc., complete.
31.34
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Labour charges for Laying of GI, PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testing etc., complete.
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PVC Pipes- 50mm to 75mm
50
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Supply and Fixing of Electrical items etc., complete.
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a)SD142 (DPIC Switch)
1
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b)SD 65 (Service wire)
17
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c)SD 125 (Meter Board)
1
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f)GI Pipes of 20mm dia
3.5
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Masonry Pedestal for Kiosk
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Earth work excavation in all clauses of soils with initial lead and lift except hard rock requiring blasting etc., complete for foundation as per SS 20B.
0.22
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Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
0.11
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Brick work in CM 1:5 mix using third class country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including all cost and conveyance of materials and labour charges etc., complete
0.96
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Plastering with cm 1:5mix 12mm thick including all cost and conveyance and all labour charges etc., complete.
5.84
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Exterior Emulsion painting two coats with best approved quality and colour emulsion paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
5.84
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Borewell Pit
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Earth work excavation in all clauses of soils with initial lead and lift except hard rock requiring blasting etc., complete for foundation as per SS 20B.
0.35
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Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
0.12
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Brick work in CM 1:5 mix using third class country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including all cost and conveyance of materials and labour charges etc., complete
0.81
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Plastering with cm 1:5mix 12mm thick including all cost and conveyance and all labour charges etc., complete.
7.96
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Supplying & fixing with cuddapah slabs 20-30mm thick and pointed with cement mortar 1:3 including cost and conveyance of all materials to site and all labour charges etc., complete.
4.82
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Exterior Emulsion painting two coats with best approved quality and colour emulsion paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
7.96
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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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