Directorate Of Town Panchayats Tender
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Directorate Of Town Panchayats - DTP Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date3 Mar 2025
Closing Soon10 Mar 2025
Tender Amount₹ 15,00,000
Costs
EMD
₹ 15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DTP_529260_1Tender No
82/2025Tender Authority
Directorate Of Town Panchayats ViewPurchaser Address
-Website
http://https://www.tn.gov.in/dtp/
GEM & Bid Advisory Services
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BOQ Items
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Plain Cement concrete 1:4:8 (one cement four sand and eight Coarse aggregate) using 40mm hard broken granite Metal for foundation including dewatering if found necessary and laid in layers of not more than 15cm thick well rammed and consolidated complying with standard specification.
1.5
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Reinforced cement concrete 1:1 1/2 :3 mix (one cement One and half sand and three Coarse aggregate) using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges etc., to complete as per std., specification.
A) 1.5m to 4.5m below G.L.
4
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-
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B) 0m to 1.50m below G.L.
2
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-
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C) 0m to 4.5m from G.L.
4
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-
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D) 4.5m to 7.32m from GL
8
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E) 7.33m to 10.98m from GL
4
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-
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Supplying and eracting centering for sides and soffits including supports and strutting upto 3.00m height for plane surface such as RCC Slab, Rectangular Beams, Tee (or) ELL Beams, Lintel Bed Block, Slbs, Landing Slabs, Beams Canopy, Side Slab (or) Square (or) Round columns etc., as detailed below with all cross branchings using M.S. Sheets of size 80cm x 60cm and B.G. 10 stiffended with welded M.S. Angles of size 25 x 25 x 3mm for boarding laid over silver oak or country wood joints of 10cm to 30cm to dia spaced at 75cm c/c etc., complete complying with standard specifications as directed by departmental officers etc., complete.
A) PLANE SURFACE
a) Below G.L.
25
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b) G.L. to 3.30m
28
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c) 4.31 to 5.30 m
4
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d) 5.31 to 6.30 m
45
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B) CURVED SURFACE
a) 0 to 3.30 m
79
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b) 5.31 to 6.30 m
3
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-
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C) SQUARE COLUMN
a) Beow G.L.
6
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-
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b) 0 to 3.30m
15
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c) 3.31 to 4.30 m
15
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d) 4.31 to 5.30 m
10
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Painting two coats with approved 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 and as directed by departmental officers.
102.5
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Supplying fabricating and placing in position of HSD steel rods for reinforcement including the cost of steel and building wire etc., complete and as directed by departmental Officers.
2200
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Providing manhole cover of size 0.60x0.60m in Reinforcement concrete 1:11/2:3 (One cement one and half and three metal) with suitable reinforcement 50x50x6mm MS angles fixed along-edges as as directed by departmental officers.
1
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Provision for GI 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 etc., complete as per standard specification.
80mm GI Pipe
42
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Refilling the foundation with excavated earth including consolidation as directed by departmental officers.
161
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Geophysical Investigation charges including preparation of geophysical report as per TWAD Board type circular including all cost of transportation and handling charges etc.,complete
1
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Drilling of 150mm(6") dia Vertical clear bores in Hard rock in any habitation any where in Erode District to any required depth as directed b y the officers concerened including labour charges for inserting M.S/P.V.C Casing pipes to any reauired depth , assembilling in the drilled hole including welding joints if necessary . Grouting the cassing pipes including conducting proper yield test at final depath (by provinding 90 ' V' Notch fitted in a formed channel and the correct yield at the time of free flow in the channel while flushing the bore after completion of drilling process should be ascertained of and reported )including Bore cover transportation. crew and fuel charges for rigs and supporting Vechicles from one place to another etc Complete and as directed by officers Concerned.
Borewell
250
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Supply and delivery of 200mm OD 6KSC PVC casing pipe for bore well with best approved quality conforming to ISS including all cost and convayance of material to site and labour charges for errection of pipe to the borewell etc., complete.
12
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Supplying and fixing in position of the following PVC / G.I pipes and specials best approved quality conforming to ISS and providing leak proof joint with PVC adhesive etc., complete complying with standard specification.
7.5 HP Submersible Motor ( 50 x 175)
1
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7.5 HP Panel Board
1
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63mm 6Ksc PVC Pipe
320
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50mm UPVC Pipe
250
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40mm G.I pipe
20
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Supply and delivery of 4.00sqmm flat type PVC insulated 3core copper cable confirming to IS694/1990 with ISI Marking suitable for submersible pump set etc complete.
270
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Lowering PVC rigid/ HDPE pipes and specials to trench and laying to proper grade and alignment jointing with PVC couplers with cement paste and testing to the required pressure including conveyance of water for filling during testing etc.,Complete
320
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Supply and run of 4 x 6 sq.mm.(56Nos/0.3mm.Dia) PVC insulated single core unsheathed copper conductor cable of 1100 V on 7/20 G.I. bearer wire for service connection mains (SD 68)
15
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Supply and Run of 4 x 4 sq.mm(84/0.3) PVC insulated Sc unsheathed Cu.Conductor of 1100V grade in 25mm dia G.I pipe suitable bend at both ends with necessary angle iron up right and end supports for mains.SD-73)
2.4
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Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements etc.,
1
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Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable withproper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days.
1
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