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Tender For Drilling Of Bore Well, Laying Of Pvc Distribution Pipe Line, 7.50Hp Submersible Motor At Ammaiyappan Nagar In Ward No 12, tiruppur-Tamil Nadu

Municipalities-M has published Tender For Drilling Of Bore Well, Laying Of Pvc Distribution Pipe Line, 7.50Hp Submersible Motor At Ammaiyappan Nagar In Ward No 12. Submission Date for this Tender is 01-12-2022. Pipe Laying Tenders in tiruppur Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

35005473
Tender For Drilling Of Bore Well, Laying Of Pvc Distribution Pipe Line, 7.50Hp Submersible Motor At Ammaiyappan Nagar In Ward No 12
Open Tender
Indian
Tamil Nadu
tiruppur
01-12-2022

Tender Details

Tender For Drilling Of Bore Well, Laying Of Pvc Distribution Pipe Line, 7.50Hp Submersible Motor At Ammaiyappan Nagar In Ward No 12

Key Value

Document Fees
Refer document
EMD
INR 12200.0 /-
Tender Value
INR 6.10 Lakhs /-

BOQ Items

Name of the Work : Drilling of Bore Well, Laying of PVC Distribution Pipe Line, 7.50HP Submersible Motor at Ammaiyappan Nagar in Ward No-12. Estimate Amount: Rs. 6.10 Lakhs
Sl. No. Item Description
1Geophysical survey charges for locating bore well drilling etc., Complete
2Drilling of bore well of size 150mm dia in any kind of soil or hard rock for requiring depth rig of heavey dudy compressor equpment mounted on on a vechile includingconveyeince of all items in site fuel,cost, of labour charges and with one supprotiong vechile etc., complete as per standered specifications.
3Supplying , Delivery and erection of pvc 150mm non presure casing pipe of 6mm thick in the bore well at topm level in a possition of projecting of 0.30m above ground level includingInserting Charges,conveyeince of all items in site cost of labour charges and with one supprotiong vechile etc., complete as per standered specifications.
4Earthwork excavation for Narrow Trenches (having less than 0.60m width) in all soils and sub soils except in hard rock requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m inclusive of shoring, shuttering, bailing out water wherever necessary, refilling the foundation with excavated earth other than sandy soil in layers of not more than 150mm thick layers well rammed and depositing the surplus earth within the compound in place shown by the departmental officers and clearing and levelling the site etc,. complete.
5Supply of 50mm Dia UPVC Pipe (Un-Plasticized Polyvinyl Chloride) UPVC used for commercial applications operate and designed to handle higher water pressure (Schedule-80)
6Supply of the 63mm Dia PVC 6Ksc Pipeswith ISI specification as directed by the departmental officers including cost and conveyence the same to the departmental store etc complete as per standard specification.
7Supply and delivery of the following size of PVC Specials and GI Couplingwith ISI specification as directed by the departmental officers including cost and conveyence the same to the departmental store etc complete as per standard specification.
850mm Dia GI Union
950mm Dia GM Gate Valve
1065mm Sluice Valve (IS 14846/2000 PN 1.0)
1165mm Flange Set
1265mm Non - Return Valve
1363mm PVC Elbow
1463mm PVC TEE
1563mm PVC Coupling
1663mm PVC MTA
17SS 304 32mm PVC FTA (SS 304)
18PVC Adhesive
19Lowering of 63mm PVC rigid /pipes and special 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
20Supply and delivery of 7.5HP clear water vertical wet type submersible pumpset suitable for 150mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continous rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 % (50 x 250)
21Supply and delivery of 7.50 HP Star-Delta starter confirming to IS 13947 and IEC 947 suitable KW rating for operation in AC / three Phase / 50HZ (+/- 5%) and 415V (+/- 10%) including 3 pole magnetic contactor with under voltage release - 3 nos., CT operated Ammeter(65 mm dia) with suppressed scale, Voltmeter (65mm dia), Voltmeter selector switch, Miniature circuit breaker, Thermal Overload relay,Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor, dry running preventor and On/Off Push button switches, wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated vermin proof box, including the capacitor (the cost of capacitor is to be taken separately).
22Supply of4 sqm submercible cabel with ISI make etc., completeas per standard specification. (IS 694/1990)
23Labour Charges for the erection of 7.5 HP 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.
24Supply and run of 4 of 4 Sq.mm (56/0.3) PVC insulated unsheathed Copper conductor cable of 1100 V grade on 7/20 GI bearer wire for service connection mains (SD 50)
25Earthwork excavation for foundation in all soils and sub soils except in hard rock requiring blasting and depositing on bank with initial lead of 10m and initial lift of 2m inclusive of shoring, shuttering, bailing out water wherever necessary, refilling the foundation with excavated earth other than sandy soil in layers of not more than 150mm thick layers well rammed and depositing the surplus earth within the compound in place shown by the departmental officers and clearing and levelling the site etc,. complete.
26Plain Cement concrete in 1:5:10 [one cement, five sand and ten course aggregate] using 40mm size Hard Broken/Machine crushed Granite Stone Jelly including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification.
27Supplying and erecting centering including necessary supports for the plane surfaces such as Drainage & Culvert Retaining walls etc., using mild steel sheets of size 90cm x 60cm and BG 10 stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding supported by casurina props of 10cm to 13cm dia spaced at suitable intervals etc., complete complying with standard specification.
28Plain Cement concrete in 1:3:6 [one cement, three sand and six course aggregate] using 20mm size Hard Broken/Machine crushed Granite Stone Jelly including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification.
29Supplying and erecting centering for soffits of plane surfaces like RCC Slabs, Lintels, Sunshades, Square Columns, Staircase waists, Beams etc., including strutting 3m high using mild steel sheets of size 90cm x 60cm and BG 10 stiffened with M.S angles of size 25mm x 25mm x 3mm laid over silver Oak (C.W) joists of size 10cm x 6.5cm (spaced at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia (spaced of 75cm c/c) etc., complete complying with standard specification.
30Supplying, fabricating and placing in position of Steel Reinforcement using Mild Steel or Ribbed Tor steel bars for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors etc., complete complying with standard specification.
31Reinforced cement concrete 1:1½:3 [one cement, one and half sand and three course aggregates] using 20mm size Hard Broken/Machine crushed Granite Stone Jelly for all RCC items of works excluding centering, shuttering and cost of reinforcement, including curing, fixing fan clamp and fixtures if necessary etc., complete complying with standard specification.
32U PVC ball valve of Size 25mm with one side compression end and other side female end as per ISO 4422-4 and Tested as per BS 6920 in WRC-NSF LTD, UK,size : 20mm ODx1/2"ID, 25mm ODX1/2"ID and 32mm OD X 3/4" ID
33Add GST @ 18%
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