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Bid Document For Village Raipur Balim Bifurcation From Existing Water Supply Scheme Nathupur Toda (Mh/Pc), Block Patti, Distt. Tarn Taran. Under Nabard-Xxiii/Jjm (Dwss-W-Div84-6179-1)Providing & Installing Deep Tubewell 200 Mm I/D Straight 150 Mtr Depth W, Tarn Taran-Punjab

Water Supply And Sanitation Department-WSSD has published Bid Document For Village Raipur Balim Bifurcation From Existing Water Supply Scheme Nathupur Toda (Mh/Pc), Block Patti, Distt. Tarn Taran. Under Nabard-Xxiii/Jjm (Dwss-W-Div84-6179-1)Providing & Installing Deep Tubewell 200 Mm I/D Straight 150 Mtr Depth W. Submission Date for this Tender is 27-05-2021. Pump Supply Tenders in Tarn Taran Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

27864095
Corrigendum : Bid Document For Village Raipur Balim Bifurcation From Existing Water Supply Scheme Nathupur Toda (Mh/Pc), Block Patti, Distt. Tarn Taran. Under Nabard-Xxiii/Jjm (Dwss-W-Div84-6179-1)Providing & Installing Deep Tubewell 200 Mm I/D Straight 150 Mtr Depth W
Open Tender
Indian
Punjab
Tarn Taran
27-05-2021

Tender Details

Bid Document for village Raipur Balim Bifurcation from Existing Water Supply Scheme Nathupur Toda (MH/PC), Block Patti, Distt. Tarn Taran. Under Nabard-XXIII/JJM (DWSS-W-DIV84-6179-1)Providing & Installing deep tubewell 200 mm i/d straight 150 mtr depth with 20 mtr stainless strainer with hand boring, Pumping machinery, Chlorinator, Const. Pump Chamber with WC & Gravel Pit, Construction of one No. OHSR 50 KL capacity having height 20.00 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. including cost of carriage of material, complete in all respects.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 19-May-2021 date extend Corrigendum 2 Date 27-05-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 120000.0 /-
Tender Value
INR 59.48 Lakhs /-

BOQ Items

Name of Work :- Bid Document for village Raipur Balim Bifurcation from Existing Water Supply Scheme Nathupur Toda (MH/PC), Block Patti, Distt. Tarn Taran. Under Nabard-XXIII/JJM (DWSS-W-DIV84-6179-1) Providing & Installing deep tubewell 200 mm i/d straight 150 mtr depth with 20 mtr stainless strainer with hand boring, Pumping machinery, Chlorinator, Const. Pump Chamber with WC & Gravel Pit, Construction of one No. OHSR 50 KL capacity having height 20.00 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. including cost of carriage of material, 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 ( c )200mm nominal diameter (weight 33.6 kg\nper metre) 6.4mm thickness iteam4 126 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 (i)200mm Steel Strainer (slot size 0.15mm) 6.30 mm thickness iteam6 20 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 (c) 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 (B) 200mm internal diameter (weight 33.6 kg per meter) 6.4 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 (a) Capacity of Air compressor 300 cfm at 250 PSI iteam19 8 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 Make Provision for Sterlization of Tubewell (HandBoring) iteam22 1 No.
23 15 Construction of one No. RCC OHSR having capacity 50 KL (50,000 ltrs) height 20 mtr. up to FSL & 17.00 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 decribed in schedule No. 3. Providing & fixing CI/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 CI/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 8923-2000 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 within lead of 5 km including overflow haudi complete in all respects. iteam23 1 Job
24 16 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(Machanially) iteam24
25 16.1 110mm o/d pipe lines laid complete iteam25 40 Mtr.
26 17 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) iteam26
27 17.1 100mm i/d iteam27 2 No.
28 18 Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete @ 9Kg Each (2x3kg = 6kg) iteam28 6 Kg.
29 19 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 iteam29 2 Each
30 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. (Manually) (6kgf/cm2) (excavation & including specials) iteam30
31 20.1 PVC pipe 63mm o/d iteam31 3465 Mtr.
32 20.2 PVC pipe 90 mm o/d iteam32 95 Mtr.
33 20.3 PVC pipe 110 mm o/d iteam33 8 Mtr.
34 21 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) iteam34
35 21.1 PVC pipe 63mm o/d iteam35 3000 Mtr.
36 21.2 PVC pipe 90mm o/d iteam36 1618 Mtr.
37 21.3 PVC pipe 110mm o/d iteam37 148 Mtr.
38 21.4 PVC pipe 160mm o/d iteam38 29 Mtr.
39 22 Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting. iteam39
40 22.1 PVC pipe 63mm o/d iteam40 4783 Mtr.
41 22.2 PVC pipe 90mm o/d iteam41 46 Mtr.
42 23 Dismantling of Mettalad roads and back filling with excavated earth and fully compacted. iteam42
43 23.1 PVC pipe 63mm o/d iteam43 300 Mtr.
44 23.2 PVC pipe 90mm o/d iteam44 400 Mtr.
45 24 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) iteam45
46 24.1 80mm I/d iteam46 3 Each
47 24.2 100mm I/d iteam47 1 Each
48 24.3 150mm I/d iteam48 1 Each
49 25 Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete 11 No. with Each 3kg i.e (5 x 3 = 15 kg) iteam49 15 Kg.
50 26 Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department 6No. With each of Size 0.6m x 0.6m iteam50 5 Each
51 26.1 Road Crossing through Horizontal borring by bocky. iteam51 10 Mtr.
52 27 Providing proposed water connection with to household up to Wall with providing, laying, jointing, testing GI pipe lines 15 mm i/d = 2.50 mtr. , B-Class as per CSR 28.36 (A) , (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" 2692 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 as per CSR 30.65 (b) Complete in all Respect iteam52 373 Nos.
53 28 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. iteam53 1 No.
54 29 Construction of Pump Chamber Size 3.05x3.70mtr with toilet block including cost of Electric wiring & sanitary installations as per standar design iteam54 1 Nos.
55 30 Providing & Installing Testing & Commissioning of One No. Electrically driven Submersible Pumping set of reputed Make capable of delivering 393 LPM against a head of 70 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 =46 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. iteam55
56 30.1 Cost of pumping set (393 LPM ,70 mtr head ) iteam56 1 No.
57 30.2 Cost of lowering (with length)80mm iteam57 46 Mtr.
58 30.3 Cost of submersible cable (with length) iteam58 107 Mtr.
59 30.4 Cost of pannel board iteam59 1 Job
60 31 C.I FITTING OUTSIDE 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 iteam60 1 Job
61 32 Development of Water Works iteam61
62 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 D-6 & 8. iteam62 330 Mtr.
63 32.2 Providing & fixing PCC fencing poles with 6' height 3"x3" Top & 4"x3" base providing with 3Nos. Hooks complete in all respects. iteam63 41 Each
64 32.3 Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing . iteam64 30 Each
65 32.4 Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing . iteam65 4 Each
66 32.5 Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing with including & Analysis complete in all respects iteam66 1 No.
67 32.6 Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing D-7. iteam67 30 Mtr
68 32.7 Providing & fixing MS Sign Board as per standard size of DWSS as per Drawing D-20 iteam68 1 No.
69 34 Environmental iteam69
70 34.1 Rough grassing including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, levelling and dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting doob grass in rows 15 cm apart in both directions, watering and maintenance till first mowing. iteam70 60 Sqm
71 34.2 Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control iteam71 9 Each
72 34.3 Supplying and planting permanent trees in prepared pits and watering iteam72 9 Nos.
73 34.4 Planting ground covers (ordinary) including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 25cm distance from plant to plant and row to row. iteam73 9 Sqm
74 34.5 Planting bulbous flower beds including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 30cm distance from plant to plant and row to row. iteam74 5.4 Sqm
75 34.6 Provision for one way stand post with khura complete in all recpect. iteam75 1 Job
76 35 Provision of carriage of material beyond 5 km complete in all respects iteam76 1 Job
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