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Water Supply Scheme Khakh ( Mh/Pc ) , Bifurcated From Existing W/S Scheme Hardo Sarli , Block Khadoor Sahib , Distt . Tarn Taran . Under Nabard-Xxiii . Providing And Installing Deep Tubewell 200 Mm I/D Straight 150 Mtr Depth With 15 Mtr Stainless, Tarn Taran-Punjab

Water Supply And Sanitation Department-WSSD has published Water Supply Scheme Khakh ( Mh/Pc ) , Bifurcated From Existing W/S Scheme Hardo Sarli , Block Khadoor Sahib , Distt . Tarn Taran . Under Nabard-Xxiii . Providing And Installing Deep Tubewell 200 Mm I/D Straight 150 Mtr Depth With 15 Mtr Stainless. Submission Date for this Tender is 07-01-2021. Sluice Valve Tenders in Tarn Taran Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

23101818
Corrigendum : Water Supply Scheme Khakh ( Mh/Pc ) , Bifurcated From Existing W/S Scheme Hardo Sarli , Block Khadoor Sahib , Distt . Tarn Taran . Under Nabard-Xxiii . Providing And Installing Deep Tubewell 200 Mm I/D Straight 150 Mtr Depth With 15 Mtr Stainless
Open Tender
Indian
Punjab
Tarn Taran
07-01-2021

Tender Details

Tender For Water Supply Scheme Khakh ( Mh / Pc ) , Bifurcated From Existing W / S Scheme Hardo Sarli, Block Khadoor Sahib, Distt. Tarn Taran. Under Nabard-Xxiii. Ref. No. Prwss-W-Div09-6124-1 Providing & Installing Deep Tubewell 200 Mm I / D Straight 150 Mtr Depth With 15 Mtr Stainless Strainer With Hand Boring, Pumping Machinery, Chlorinator, Const. Pump Chamber Size 3.05 X 3.70 With Ceiling Fan, Wc, Construction Of One No. Ohsr 75 Kl Capacity Having Height 22.00 Mtr Up To Fsl Including The Cost Of Inlet, Outlet, Overflow And Scour And Vertical Pipe, Ci Duck Foot Bends, Expansion Joints, Puddle Collar, Lightening Conductor, Earthling, Ms Steel Ladder Of Tank Portion Stair Case With G.I Pipe Aluminum Ladder Inside Ohsr, Scour / Overflow Sluice Valves And Making Connection With Rising Main And Distribution Pipe Line, All Civil Works, Supplying And Laying Pvc Pipes, Sluice Vales And Special For Rising Main And Distribution System Etc. House Hold Connection, Development Of Water Works, Etc. Complete In All Respects.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Jan-2020 Date extend.,.. Date 17-01-2020
2 17-Jan-2020 Date, extend. Date 21-01-2020
3 21-Jan-2020 Date .extend. Date 23-01-2020
4 24-Jan-2020 Date extend . . Date 29-01-2020
5 30-Jan-2020 Date extend .,.. Date 05-02-2020
6 06-Feb-2020 Date extend ,,, Date 13-02-2020
7 14-Feb-2020 Date extend Corrigendum 7 Date 20-02-2020
8 21-Feb-2020 Date extend Corrigendum 8 Date 27-02-2020
9 28-Feb-2020 Date extend corrigendum 9 Date 10-03-2020
10 11-Mar-2020 Date extend Corrigendum 10 Date 17-03-2020
11 18-Mar-2020 Date extend Corrigendum 11 Date 24-03-2020
12 25-Mar-2020 Date extend Corrgiendum 12 Date 02-04-2020
13 03-Apr-2020 Date extend Corrigendum 13 Date 14-04-2020
14 13-Apr-2020 Date extend Corrigendum 14 Date 04-05-2020
15 05-May-2020 Date extend Corrigendum 15 Date 18-05-2020
16 19-May-2020 Date extend corrigendum 16 Date 21-05-2020
17 22-May-2020 Date extend Corrgendum 17 Date 01-06-2020
18 02-Jun-2020 Date extend Corrigendum 18 Date 09-06-2020
19 10-Jun-2020 Date extend corrigendum Date 18-06-2020
20 19-Jun-2020 Date extend Corrigendum 20 Date 29-06-2020
21 30-Jun-2020 Date extend Corrigendum 21 Date 07-07-2020
22 08-Jul-2020 Date extend Corrigendum 22 Date 14-07-2020
23 15-Jul-2020 Date extend Corrigendum 23 Date 23-07-2020
24 24-Jul-2020 Date extend Corrigendum 24 Date 03-08-2020
25 03-Aug-2020 Due Date Extended Admin Corrigendum Date Extend 04-08-2020
26 05-Aug-2020 Date extend Corrigendum 25 Date 13-08-2020
27 14-Aug-2020 Date extend Corrigendum 26 Date 24-08-2020
28 25-Aug-2020 Date extend Addendum 27 Date 01-09-2020
29 01-Sep-2020 Date extend Corigendum 28 Date 09-09-2020
30 10-Sep-2020 Date extend Corigendum 29 Date 15-09-2020
31 16-Sep-2020 Date extend Corigendum 30 Date 21-09-2020
32 22-Sep-2020 Date extend Addendum 31 Date 28-09-2020
33 29-Sep-2020 Date extend Corigendum 32 Date 05-10-2020
34 06-Oct-2020 Date extend Corigendum 33 Date 13-10-2020
35 14-Oct-2020 Date extend Addendum 34 Date 20-10-2020
36 21-Oct-2020 Date extend Corigendum 35 Date 28-10-2020
37 25-Nov-2020 Date extend Corigendum 39 Date 03-12-2020
38 25-Nov-2020 Date extend Corigendum 39 Date 03-12-2020
39 04-Dec-2020 Date extend Corigendum 40 Date 14-12-2020
40 15-Dec-2020 Date extend Corigendum 41 Date 22-12-2020
41 30-Dec-2020 Date extend Addendum 43 Date 07-01-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 99000.0 /-
Tender Value
INR 49.29 Lakhs /-

BOQ Items

Name of Work :- Bid Document for Water Supply Scheme Khakh (MH/PC), Bifurcated from Existing W/S Scheme Hardo Sarli, Block Khadoor Sahib, Distt. Tarn Taran. Under Nabard-XXIII. Ref. No. PRWSS-W-DIV09-6124-1 Providing & Installing deep tubewell 200 mm i/d straight 150 mtr depth with 15 mtr stainless strainer with hand boring, Pumping machinery, Chlorinator, const. Pump Chamber size 3.05 x 3.70 with Ceiling Fan, WC, Construction of one No. OHSR 75 KL capacity having height 22.00 mtr up to FSL including the cost of inlet, outlet, overflow and scour and vertical pipe, CI duck foot bends, expansion joints, puddle collar, lightening conductor, earthling, MS steel ladder of tank portion stair case with G.I pipe Aluminum ladder inside OHSR, scour/overflow sluice valves and making connection with rising main and distribution pipe line, All civil works, supplying and laying PVC pipes, sluice vales and special for rising main and distribution system etc. House hold connection, Development of water works, etc. complete in all respects.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tubewellis lowered & tested, equipment as required such as hand boring machine and its accessory,transportationto site and vice versa etc. complete in all respect. iteam1
2 1.1 Boring with 250mm id Housing Pipe\n0 to 150 m iteam2 150 Mtr.
3 2 Supplying, lowering of MS Pipe as per IS: 4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. iteam3
4 2.1 200 mm nominal diameter (weight 41.6 kg per meter) 8 mm thickness iteam4 131 Mtr.
5 3 Supplying, lowering of Stainless Steel Cage type wire wound screen as per IS: 8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore. iteam5
6 3.1 200 mm internal diameter (slot size 0.15mm) 6.30 mm thickness iteam6 15 Mtr
7 4 Supplying, 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. iteam7
8 4.1 200 mm internal diameter iteam8 4 Nos.
9 5 Supplying, Lowering & fixing 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 T/Well bore complete in all respect. iteam9
10 5.1 200 mm i/d iteam10 6 Nso.
11 6 Supplying at site Wooden box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. iteam11 1 No.
12 7 Collection of water sample from different strata and testing of sample from approved laboratory (Physical & chemical Analysis) iteam12 3 Nos.
13 8 Supplying and fixing M.S well cap having thread to fix on housing pipe complete in all respect iteam13
14 8.1 200 mm internal diameter iteam14 1 No.
15 9 Supplying & fixing of bail plug of M.S. pipe complete with inverted U-hook attached to the bottom plug complete in all respect. iteam15
16 9.1 200mm internal diameter (weight 41.6 kg per meter) 8.00 mm thickness iteam16 4 Mtr.
17 10 Supplying & fixing of M.S. Clamp of size 150mm x 12mm made out of MS Flat 1.52 m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. iteam17 1 No.
18 11 Development of stabillizing of the tubewell with air compressor of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. iteam18
19 11.1 Capacity of Air compressor 300 cfm at 250 PSI iteam19 10 Hour
20 12 Development of stabillizing of the tubewell with submersible pump of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. iteam20 8 Hour
21 13 Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.) iteam21 1 No.
22 14 Construction of One No. RCC OHSR having capacity 75 KL (75,000 ltrs) height 22 mtr. up to FSL & 19.00 mtr. up to sill level from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single man hole cover lightening conductor, aluminium ladder inside tank portion etc. complete as discribed in schedule No. 3. Providing & fixing DI/D/F expansion joint conforming to IS -1536-1989 or latest and bail mouth and D/F puddle collars as per DWSS design, Duck foot bends conforming to ISI-13382 and DI/DF sluice Valve duly ISI marked ( IS 14846-2000 or latest) one each with inlet, outlet and scour pipes including providing and installing intel, outlet, scour pipes and overflow DI double flanged pressure pipes horizontally cast in sand moudls as per IS 8329-2000 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. TMT steel and painting of all complete shall be included in cost complete in all respect as per specifications. (The specification & drawing are based on safe bearing capacity of soil of 8.75 tones per sqm. In case the safe bearing capacity of soil is less than 8.75 tone per sqm. the contractor shall submit his own design for foundation portion based on actual safe bearing standard capacity as per DWSS specifications. The difference in quantites from the standard drawing based on 8.75 tone per sqm. to the safe bearing capacity will be paid as per CSR+prevalling celling premium). It also includs, providing & fixing automatic Electronic water level control device and construction of Plinth protection around OHSR with masonary toe wall with 40mm thick CC 1:2:4 on top over 100mm thick CC 1:8:16 & inside earth filling including overflow haudi complete in all respects. iteam22 1 Job
23 15 Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications iteam23
24 15.1 110mm o/d pipe of 10 Kg/cm2 lines laid complete iteam24 20 Mtr.
25 16 Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in – charge) iteam25
26 16.1 100mm i/d iteam26 2 No.
27 17 Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete iteam27 2 Each
28 18 Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department (2 no. each of size 0.9m x 0.9m iteam28 2 Each
29 19 Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Manually) (6kgf/cm2) (excavation & including specials) iteam29
30 19.1 PVC pipe 63mm o/d iteam30 3010 Mtr.
31 19.2 PVC pipe 90 mm o/d iteam31 727 Mtr.
32 19.3 PVC pipe 110 mm o/d iteam32 163 Mtr.
33 20 Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. (Mechnically) (6kgf/cm2) (excavation & including specials) iteam33
34 20.1 PVC pipe 63mm o/d iteam34 1839 Mtr.
35 20.2 PVC pipe 90mm o/d iteam35 469 Mtr.
36 20.3 PVC pipe 110mm o/d iteam36 258 Mtr.
37 20.4 PVC pipe 160mm o/d iteam37 390 Mtr.
38 21 Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting. iteam38
39 21.1 PVC pipe 63mm o/d iteam39 3886 Mtr.
40 21.2 PVC pipe 90mm o/d iteam40 493 Mtr.
41 22 Dismentalling of Mettaled roads and back filling with excavated earth and fully compacted only iteam41
42 22.1 PVC pipe 63mm o/d iteam42 454 Mtr.
43 22.2 PVC pipe 90mm o/d iteam43 662 Mtr.
44 22.3 PVC pipe 110mm o/d iteam44 163 Mtr.
45 22.4 PVC pipe 160mm o/d iteam45 150 Mtr.
46 23 Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze (gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approval of Engineer - in – charge) iteam46
47 23.1 80mm I/d iteam47 4 Each
48 23.2 100mm I/d iteam48 3 Each
49 23.3 150mm I/d iteam49 2 Each
50 24 Providing fixing and jointing ISI Marked Gunmental peet valve(Heavy Pattern) as per IS 778 with Hand Wheels On G.I pipe line laid in the ground or inside building including all carriages complete.50mm Id Gunmetal peet vave (Heavy pattern) iteam50
51 24.1 50mm i/d Gun mental Peet Valve(Heavy Pattern) iteam51 3 Each
52 25 Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete (including carriage) iteam52 12 Each
53 26 Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department 12 Nos. With each of Size 0.6m x 0.6m (including carriage) iteam53 12 Each
54 27 Providing proposed water connection to household up to Wall with providing, laying, jointing, testing GI pipe lines 15 mm i/d = 2.50 mtr. , B-Class , (Above ground level) , Providing & fixing MDPE pipe 15 mm i/d with specials 2.00 mtr. (Below GL), including cost of special such as tees, bends, sockets, elbow, peet valve, union, nipples and hocks etc, cutting, threading and testing in trenches in the ground and ISI 15 mm i/d GM ferrule as per IS" 262 and 3" i/d clamp with C..I. bib cock, 15 mm i/d as per IS " 210 with stainless steel spindle of approved make. iteam54 352 Nos.
55 28 Construction of Pump Chamber size 3.05 x 3.70 m with Ceiling Fan & toilet block including cost of Electric wiring & sanitary installations as per standar design (Drawing D-2 & Analysis A-4) complete in all respect including cost of ceiling fan. (including carriage) iteam55 1 Nos.
56 29 Providing & Installing Testing & Commissioning of One No. Electrically driven Submersible Pumping set of reputed Make capable of delivering 483 LPM against a head of 72 mtr along with electric panel board consisting of electric appliances such as automatic Star Delta Push Button or oil immersed Starter, Main Switch, VM, Ampere Meter, ELCB, Shunt Capacitor, Single Phase preventer, Indicating Lamps, Kit-Kat etc. including G.I. Column Pipe of suitable size 80 mm =50 mtr (in 3 mtr lengths each with flanges , screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable (reputed make) complete in all respects as per standard Specifications. iteam56
57 29.1 Cost of pumping set 483 LPM 72 mtr. Head iteam57 1 No.
58 29.2 Cost of lowering (with length) 80 mm i/d GI B-Class iteam58 50 Mtr.
59 29.3 Cost of submersible cable (with length) 4.00 mm2 Cable iteam59 100 Mtr.
60 29.4 Cost of pannel board iteam60 1 Job
61 30 C.I FITTING INSIDE PUMP CHAMBER \nProviding and installing 100mm dia delivery main (From Tube well to Duck Foot bend including cost of C.I/D.F Pipes, D/F Sluice valves, D/F NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects iteam61 1 Job
62 31 Providing & Installing Testing & Commissioning of One No. Electrically driven diaphragm opreated metering system chemical dosing chlorinator suitable for for delivering 0.5 to 6 liters of Bleaching Powder solution/ Sodium Hypo solution per hour under maximum delivery pressure upto 7 Kg/cm2 and suction left not less than 1.5 mtr., as per DWSS standard specifations. iteam62 1 No.
63 32 Development of Water Works iteam63
64 32.1 Providing & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing . (including carriage) iteam64 438 Mtr.
65 32.2 Providing & fixing angle iron pickets with angle 40mm x40mm x 6mm including cost of concrete block & painting complete in all respects as per standard Drawing (including carriage) iteam65 55 Each
66 32.3 Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm. (including carriage) iteam66 30 Each
67 32.4 Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects. (including carriage) as per standard drawings. iteam67 4 Each
68 32.5 Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr complete in all respects (including carriage) as per standard drawings. iteam68 1 No.
69 32.6 Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works. (including carriage) iteam69 12 Mtr
70 32.7 Providing & fixing MS Sign Board as per standard size of DWSS (including carriage) iteam70 1 No.
71 34 Environmental iteam71
72 34.1 Making lawns including ploughing & dragging with 'Sohaga' breaking of clods, removal of earth rubbish dressing & Supplying doob grass roots and planting at 15 cm. apart including Supplying and spreading of farm yard manure@ 0.18 cum per 100 sqm & loosening. iteam72 210 Sqm
73 34.2 Supplying and Planting prmanent trees including digging of eirth pits size 75x75x75 cm deep refilling the excavated eirth with manure supplyed @0.113cum each and watring supplying through tractor tanker(trees like Neem, Ashoka, Dake, arjun etc.) iteam73 11 Nos.
74 34.3 Planting ground cover plants including digging and refilling of beds with excavated soil and FYM, Fertilizer and insecticides, planting of saplings at 30cm distance from plant to plant\nand row to row, providing and fixing brick tiles edging. iteam74 11 Nos.
75 34.4 Planting, flower beds including digging and refilling of beds with excavated soil and FYM, fertilizer and insecticides, plating of sapling at 30cm distance from plant to plat and row to row. iteam75 5.4 Sqm
76 34.5 Provision for one way stand post with khura complete in all recpect as per standard drawing. iteam76 1 Job
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