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Tender For Drilling And Development, Construction Of Pump House, D Tank Fencing Of Barbed Wire And Energisation Of 4 No. (Mehrauli, Baraudi,Jingran Kalan, Kherpur), mohali-Punjab

Punjab Water Resources Management And Development Corporation Limited-PWRMDCL has published Tender For Drilling And Development, Construction Of Pump House, D Tank Fencing Of Barbed Wire And Energisation Of 4 No. (Mehrauli, Baraudi,Jingran Kalan, Kherpur). Submission Date for this Tender is 17-04-2023. Pump House Construction Tenders in mohali Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

36211091
Corrigendum : Tender For Drilling And Development, Construction Of Pump House, D Tank Fencing Of Barbed Wire And Energisation Of 4 No. (Mehrauli, Baraudi,Jingran Kalan, Kherpur)
Open Tender
Indian
Punjab
mohali
17-04-2023

Tender Details

Drilling And Development, Construction of Pump House, D Tank Fencing Of Barbed Wire And Energisation Of 4 No. (Mehrauli, Baraudi,Jingran Kalan, Kherpur)

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 10-Mar-2023 Extend 5 Date 14-03-2023
2 14-Mar-2023 revise 8 Date 03-04-2023
3 03-Apr-2023 revise15 Date 10-04-2023
4 10-Apr-2023 corrigendum 8 Date 17-04-2023
5 17-Apr-2023 Ext 8 Date 17-04-2023

Key Value

Document Fees
INR 10000 /-
EMD
INR 291856.0 /-
Tender Value
INR 1.45 Crore /-

BOQ Items

Name of Work: Drilling and Development, constructionof Pump house, D tank Fencing of Barbed Wire and Energisation of 4 NO.DEEP TUBEWELL IN SIALBA MAJRI BLOCK INDISTRICT SAS NAGAR (Under 502 no. New Deep T/wellsProject)(Mehrauli, Baraudi,Jingran Kalan, Kherpur)
Sl. No. Item Description
1A) Drilling, Development, Over Development of Works etc.
2Drilling of 650mm dia bore with reverse rotary rig in all kinds of soil including the cost of consumable stores,fuel oil and transportation of rig to the site Complete in all respect
3(a)From 0 to 150 Meter.
4(b)From 150 meter to 300 Meter.
5Supplying,lowering of M.S. pipe as per IS :4270:2001 including M.S. socket having dimensions as per IS code duly welded with M.S. electrode to have extra strength to lower pipe into tubewell bore.
6(i) 300mm nominal diameter (weight 62.3 kgper metre) 8.00 mm thickness
7(ii) 250mm nominal diameter ( weight 52.3 kgper metre) 8.00 mm thickness
8Supplying, fixing and lowering of stainless steel cage type wire wound screen as per IS 8110-2000 or latest with ISI Marked duly welded with suitable grade SS welding electrode to lower the strainer into tube well bore 250mm dia Stainless Steel Strainer
9Supplying, Fixing and lowering of Stainless Steel Socket as per IS 8110-2000 or latest ISI marked duly welded with suitable grade SS welding electrode. to lower the strainer into tubewell bore. 250 mm internal diameter
10Supplying, Lowering & fixing of M.S. Special Socket to connect S.S. Strainer to M.S. Pipe duly welded with suitable grade welding electrode complete in all respect.250 mm internal diameter
11Supplying and fixing of bail plug of MS pipe complete with invertor U-Block attached to the bottom plug complete in all respect. 250mm internal diameter (weight 52.3 kg per metre )8.00mm thick.
12Providing and fixing M.S. Taper/Reducer made out of 8mm thick sheet complete in all respect.M.S. Reducer 300 x 250mm dia.
13Supplying and fixing Mild Steel Centering guides madeout of 32mm X 6mm thick M.S. bar complete in all respect. Center guide
14Supplying and fixing of well cap having thread to fix on housing pipe complete in all respect. Top well cap 300mm dia.
15Supplying and fixing of M.S. Clamp of size 150mm X 12mm made out of MS flat 1.52m long, suitable to fit housing pipe including the cost of nut and bolt of suitable size complete in all respect.M.S. Clamp300mm dia.
16Supplying at site wooden box of suitable size with lid and locking arrangement for preserving strata sample collected from the bore.
17Making temporary water supply arrangement for drilling of tubewell with reverse rotary rig till completion of bore and packing of gravel. Depth of temporary bore upto 90 mtr
18Supply at quarry site of gravel of 1/16” to 1/8” including pouring and packing in the annular space between the pipes assembly and the bore. The gravel should be free from , dust , dirt, or the vegetable manner as per IS :4097/1967 with latest amendments (to be paid as per actual length of pipe). For proper approved size from nearest quarry to site of work.
19Resistivity Survey
20Making electric logging of bore hole with electronic well logger including cost of equipment at site etc. complete in all respect.
21DEVELOPMENT AND OVER DEVELOPMENT CHARGES.
22(a) Development and stabilizing of the t/well with Air Compressor of required capacity as directed by engineer-in charge including cost of tools, appliances and consumable to the satisfaction of engineer-in-charge. Capacity of air compressor 350 - 500 PSI 1100cfm
23(b) Development and stabilizing of the tubewell with submersible pump of required capacity as directed by the Engineer- in – charge including the cost of tools , appliances and consumable to the satisfaction of engineer-in-charge.
24Construction of Pump House, D-Tank, fencing of pump house area with barbed wire as per approved drawings and PWD specifications
25Const of Pump HouseSize 10’ x 8’ and 11’ht. with 9” thick wall with 1:7 brick masonary cement sand mortar, RB slab 1:3,6” thick with brick plumbing, cement plaster 1:6, 12.5mm thick on walls, cement plaster 1:4, 12.5mm thickness on ceiling, cement pointing 1:3 deep variety out side the pump house, as per approved drawing.
26Construction of D-Tank Construction of D-Tank as per approved drawing with brick masonary 1:5 in cement sand mortar in foundation and above plinth level, with cement plaster 1:3, 12.5mm thickness on walls in side, cement plaster 1:4, 12.5mm thick outside D-tank.
27Const. of barbed wire Const. of barbed wire fencing around the pump house and D-Tank as per approved drawing
28Supplying, Fixing & Installation of Pumping set and Control Panel & Lowering Material etc.
29Submersible pumpingset of 65H.P. ISI Marked
30Three Core Submersible Flat Cable 25 sqmm. ISI Marked
31Control panel complete 65 H.P.
32MS pipe(heavy) (IS:1239/3589/4270), 100 mm i/d 5.40 mm thick.
33Suppling and Fixing M.S. flange 4 “ dia , 5/8” thick , outer dia. 190 mm with 4 no. holes and 2 no. cuts
34M.S. nut & bolt of all sorts
35M.S. Lead clamp of 100 mm dia size 3mmx20mm
36PVC Rubber Jain with 4 holes 3mm thick and 2 no. cuts
37M.S flat for jal
38PVC insulatorcore cable for connection from transformer to Control Panel
39M.S. bend4”,90 degree , 5 mm thickness, leg length 40 cm ,flange thickness 15 mm , 6 no. holes
40Providing & fixing C.I/D.I flanged end , stem ofSS (AIS 1410) & Bronze( gunmetal)working parts sluice valves ISI maked 14846-2000 , including jointing, Testing & cost of Nut, bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge) .Class PN-1 as per ISI100 mm i/d Sluice Valves flanged.
41PVC copperwire 19/16 ISI marked
42PVC copperwire 7/22 ISI marked
43T/well provision soldier thimble, flexible pipe , copper earth plate, G.I. pipe 1" dia, G.I. wire, internal electrification & Double earthing (with cost of material & labour)
44Labour for lowering of pumping set
45Any other Item as per CSR+ZP
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