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Augmentation Of Water Supply Scheme Village Rikhia Block Batala Distt. Gurdaspur. (Under 1A (Iii)/ Nrdwp Project Providing And Installing Deep Tubewell With Hand Boring Rig 150Mm I/D Straight Depth Up To 150 Mtr Const. Pump Chamber Size 2.20×2.20Mtr. Wit, WORKS-Punjab

Water Supply And Sanitation Department-WSSD has published Augmentation Of Water Supply Scheme Village Rikhia Block Batala Distt. Gurdaspur. (Under 1A (Iii)/ Nrdwp Project Providing And Installing Deep Tubewell With Hand Boring Rig 150Mm I/D Straight Depth Up To 150 Mtr Const. Pump Chamber Size 2.20×2.20Mtr. Wit. Submission Date for this Tender is 22-11-2021. Electrification Work Tenders in WORKS Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

26937206
Corrigendum : Augmentation Of Water Supply Scheme Village Rikhia Block Batala Distt. Gurdaspur. (Under 1A (Iii)/ Nrdwp Project Providing And Installing Deep Tubewell With Hand Boring Rig 150Mm I/D Straight Depth Up To 150 Mtr Const. Pump Chamber Size 2.20×2.20Mtr. Wit
Open Tender
Indian
Punjab
WORKS
22-11-2021

Tender Details

augmentation OF WATER SUPPLY SCHEME VILLAGE RIKHIA BLOCK BATALA DISTT. GURDASPUR. (UNDER 1A (III)/ NRDWP PROJECT Providing and Installing deep Tubewell with hand boring rig 150mm i/d straight depth up to 150 mtr Const. Pump Chamber size 2.20×2.20mtr. with Sanitary Latrine in pump Chamber, Providing & Installing Pumping Machinery, Disinfections Unit Electronically actuated Type, All Civil Works, Supplying and laying of PVC pipes, valves and specials for Rising Main, Distribution System, Water connection and Constructing 1 No. OHSR 25KL capacity having height of 15.50m Bottom, 18.00 mtr. upto FSL including the cost of inlet, outlet, overflow & scour & vertical pipes, CI duck foot bends, expansion joints, puddle collar, lightening conductor, earthing, MS steel ladder of tank portion stair case with G.I pipe railing on both sides Ventilation, Aluminum ladder inside OHSR, Scour/overflow Sluice valves and making connections with rising main and distribution pipe line complete in all res

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 16-Feb-2021 Corrigendum4 Technical Bid 22-02-2021
2 22-Feb-2021 Corrigendum2 Date 02-03-2021
3 02-Mar-2021 corrigendum3 Date 09-03-2021
4 09-Mar-2021 Corrigendum1 Date 17-03-2021
5 17-Mar-2021 corrigendum6 Date 24-03-2021
6 24-Mar-2021 corrigendum8 Date 02-04-2021
7 01-Apr-2021 Corrigendum3 Date 09-04-2021
8 09-Apr-2021 Corrigendumnew2 Date 16-04-2021
9 16-Apr-2021 newcorrigendum2 Date 23-04-2021
10 23-Apr-2021 newcorrigendum3 Date 30-04-2021
11 30-Apr-2021 newcorrigendum5 Date 07-05-2021
12 07-May-2021 newcorrigendum7 Date 14-05-2021
13 13-May-2021 Newcorrigendum22 Date 20-05-2021
14 20-May-2021 corrigendum33 Date 27-05-2021
15 27-May-2021 newcorrigendum34 Date 04-06-2021
16 04-Jun-2021 newcorrigendum44 Date 11-06-2021
17 11-Jun-2021 corrigendum37 Date 18-06-2021
18 18-Jun-2021 Corrigendum39 Date 25-06-2021
19 25-Jun-2021 Corrigendum41 Date 02-07-2021
20 02-Jul-2021 Corrigendum51 Date 09-07-2021
21 09-Jul-2021 Corrigendum52 Date 15-07-2021
22 15-Jul-2021 Corrigendum55 Date 23-07-2021
23 23-Jul-2021 Corrigendum61 Date 30-07-2021
24 30-Jul-2021 corrigendum59 Date 06-08-2021
25 06-Aug-2021 Corrigendum62 Date 13-08-2021
26 13-Aug-2021 Corrigendum64 Date 20-08-2021
27 20-Aug-2021 Corrigendum71 Date 27-08-2021
28 27-Aug-2021 corrigendum81 Date 03-09-2021
29 03-Sep-2021 corrigendum82 Date 10-09-2021
30 10-Sep-2021 corrigendum21 Date 17-09-2021
31 17-Sep-2021 Corrigendum37 Date 24-09-2021
32 24-Sep-2021 Corrigendum91 Date 01-10-2021
33 01-Oct-2021 Corrigendum94 Date 08-10-2021
34 08-Oct-2021 corrigendum18102021 Date 18-10-2021
35 18-Oct-2021 corrigendum001 Date 25-10-2021
36 25-Oct-2021 corrigendum002 Date 01-11-2021
37 01-Nov-2021 corrigendum006 Date 08-11-2021
38 08-Nov-2021 corrigendum0006 Date 15-11-2021
39 15-Nov-2021 corrigendum009 Date 22-11-2021

Key Value

Document Fees
INR 100 /-
EMD
INR 98712.0 /-
Tender Value
INR 49.35 Lakhs /-

BOQ Items

Name of Work: for AUG. OF WATER SUPPLY SCHEME VILLAGE RIKHIA BLOCK BATALA DISTT. GURDASPUR. (UNDER 1A (III)/ NRDWP PROJECT Providing and Installing deep Tubewell with hand boring rig 150mm i/d straight depth up to 150 mtr Const. Pump Chamber size 2.20×2.20mtr. with Sanitary Latrine in pump Chamber, Providing & Installing Pumping Machinery, Disinfections Unit Electronically actuated Type, All Civil Works, Supplying and laying of PVC pipes, valves and specials for Rising Main, Distribution System, Water connection and Constructing 1 No. OHSR 25KL capacity having height of 15.50m Bottom, 18.00 mtr. upto FSL including the cost of inlet, outlet, overflow & scour & vertical pipes, CI duck foot bends, expansion joints, puddle collar, lightening conductor, earthing, MS steel ladder of tank portion stair case with G.I pipe railing on both sides Ventilation, Aluminum ladder inside OHSR, Scour/overflow Sluice valves and making connections with rising main and distribution pipe line complete in all respects. Operation and Maintenance water supply system including machinery, Pump Operator Cum-Chowkidar, Sodium Hypo Chloride solution with storage tank of sufficient disinfection for 3 Months after completion and Environment Management at water work site. (Operation & Maintenance Cost excluding Electricity Charges)
Sl. No. Item Description Item Code / Make Quantity Units
1 0.1 Hand Boring Machine 0.1
2 1 Boring with 150mm i/d casing pipe for tubewell in al soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered and tested equipment as required such as hand boring machine and its accessory, transportation to site and vice versa etc complete in all respect.\nBoring with 200mm housing pipe 150 Mtr
3 2 Supplying, lowering of mild steel pipes as per IS: 4270-2001 including MS Sockets having dimension as per IS code dully welded with MS electrode to have extra straight lower the pipe into Tubewell Bore complete in all respects.\n150mm i/d nominal dia meter (weight 21.6kg per meter) 5.40mm thick. 126 Mtr
4 3 Supplying, fixing & 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.\n150mm i/d (slot size 0.15mm) 5.00 mm thickness 20 Mtr
5 4 Supplying, 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 complete in all respect.\n150mm internal diameter 4 Each
6 5 Supplying and fixing of bail plug of MS pipe complete with inverted u-hock attached to the bottom plug complete in all respects\n(150mm) i/d weight 21.6 kg p/m) 5.40 mm Thickness 4 Mtr
7 6 Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects. 5 Each
8 7 Supplying and fixing of well cap having threads to fix on housing pipe Complete in all respects (150mm i/d) 1 Each
9 8 Supplying and fixing of mild steel clamps of size 150 mm x 12mm made out of MS Flat 1.52m) long, suitable to fit the housing pipe including the cost of Nut of Bolt of Suitable size complete in all respects 1 Each
10 9 Supplying, lowering and fixing of MS specials sockets to connect to SS Strainer to MS pipe dully welded with suitable grade welding electrode complete in all respects (150mm id) 4 Each
11 10 Supplying at site wooden box of suitable size with lid and locking arrangement for preserving strata sample received from the bore. 1 Each
12 11 Testing of water Simple for Heavy Metal for Approved Laboratory ( Toxic , Material,Such as Arsenic, lead, Mercury, Presticide, etc) 1 Each
13 12 Development and stabilizing of the tube-well with Air Compressor of required capacity as directed by the Engineer-in-charge including cost of tools appliances and consumable to the satisfaction of Engineer-in-charge.\nCapacity of Air Compressor 300cfm at 250 PSI\n 10 Hr
14 13 Development and stabilizing of the tube-well 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.\n 8 Hr
15 14 Provision for Sterlization of Tubewell 1 Job
16 15 PUMP CHAMBER \nConstruction of Pump Chamber Below OHSR TANK size 2.20x2.20m Without gravel pit but including electric wiring as per analysis, complete in all respects. (2nd provision for sanitary latrine in pump chamber) \n 1 Job
17 16 PUMPING MACHINERY\nProviding & installing testing & commissioning of 1 no electrically driven Submersible Pump set capable of delivering 290 LPS against a head of 46mtr along with electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil impressed starter, Main Switch, VM, AMpere Meter, ELCB, Shunt capacitor. Single phase, preventer, Indicating lamps, Kit-Kat etc. including M.s column Pipe of IS 1239-2004 medium class size 65mm and Length 30 mtr.(in 3mtr lengths each with flanges, screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 80 Mtr. Length and 2.50mm2 size as per IS694-1990 reaffirmed 2000 complete in all respects\nRate of Motor with Pump \n 1 No
18 17 Panel Board 1 No
19 18 Submersible cable Size 2.50mm2 80 No
20 19 Column Pipe (G.I) 65mm i/d 26 Mtr
21 20 C.I.FITTING INSIDE PUMP CHAMBER\nProviding & Installing 100 mm dia delivery main (from Tube-well to duck foot bend including cost of C.I.D/F Pipes, D/F Sluice Valves, D/F Non Return Valve & Specials as C.I. Bends, Tail Piece Tees, Pressure gauge, Air Valve,,V notch haudi etc. inside the Pump chamber as per DWSS standard design and analysis complete in all respects. (Annexure-3) As per IS1536-2001 & 1538-1993 reaffirmed 1999 and electro steel Casting/Kesoram pipe make). \n 1 Job
22 21 Disinfection Unit:\nProviding Installing testing and commissioning and one no. electronically actuated, diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 leter of bleaching powder solution/ sodium hypo solution per hrs under maximum deliver pressure upto 7kg/cm2 and suction left not less than 1.5 meter. (Milton roy or Equivalent make)\n 1 Job
23 22 OHSR\nConstructing one No. of 25.00 KL (25000 litres) Capacity with sill level not less than 15.50m height upto FSL 18 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing DI K-9 D/F expansion joints conforming to (IS-8329/2000) or latest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, Conforming to ISI - 13382 and DI K-9 D/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and overflow DI K-9 double flanged pressure pipes horizontally cast in sand moulds as per IS 7181/1986 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 & painting of all complete shall be included in cost & P/F aluminum leader inside the OHSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil of is less than 8.75 tone per sqm. In case the safe bearing capacity of sail is less than 8.75 tone per Sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Premium including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with masonry toe wall with 40 mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 & inside earth filling within lead of 5 km, including overflow haudi complete in all respects.\n 1 Job
24 23 uPVC RISING MAIN\nProviding Fixing, laying, jointing, cutting 7 testing of uPVC pipes & specials (10 kg/cm2) including cost of excavation complete in all respects as per DWSS Standrd anaylysis (Supreme/Finolex/Prince/Kissan/Moulding, jain irrection make or equivalent make.\n110mm o/d 10lg/cm2 30 Mtr
25 24 Sluice Valve & Sluice Valve Chambers\nProviding & fixing C.I/D.I Flanged end, stem of SS (AIS1410) 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).\n(100mm i/d) \n 2 Each
26 25 Construction of masonry Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of pubic health department.\n(a) Size 0.9m x 0.9m \n 2 Each
27 26 DEVELOPMENT OF WATER WORKS SITE.\nProviding & fixing 1.2mtr high fencing around the head works site with 1.65 meter post, placed every 2.5 meters apart, embedded in cement concrete blocks and every tenth post to be strutted with three rows of G.I. Barbed wire weighing 9.34 Kg per 100 meters (minimum) and fixing with GI staples tied to 6mm bar nib, with binding wire or by providing cut, including drilling holes in the post, including cost of posts, winding wire, strutted earth work in the post & aluminum painting complete in all respects as per DWSS standard Drawing.\n(Size82+62+82)=226-3.05=669\n 663 Mtr
28 27 Providing and Fixing precast pre-stressed cement concrete fencing pole M-40 by 4 Nos. parallel high tensile entwined wire (ISI marked wire 4 mm dia fencing pole size at bottom 4" x 4", size top 3" x 4",Lenght 6ft, hooks 6 No. including cost of excavation, sand filling and erection complete in all respects. 91 Nos
29 28 Providing & fixing D-Hook complete with MS Bolts size 300mm x 18mm as per DWSS standard Drawing. 18 Nos
30 29 Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per DWSS standard Drawing. 3 Nos
31 30 Construction of masonry gate pillar including cost of MS Steel Gate size 1.22 m x 1.37 m as per DWSS standard Drawing. 1 No
32 31 Construction of Foot Path with masonry toe wall & earth filling and Cement Concrete 1:8:16 with 40 mm gauge stone aggregate, 40 mm thick cement concrete topping 1:2:4, inside water works as per DWSS standard Drawing. 20 Mtr
33 32 Providing & fixing MS sign Board as per DWSS standard design and analysis. 1 No
34 33 Providing, laying, Fixing, jointing, cutting & testing of uPVC Pipes & Specials (6 kg./cm2) including cost.\nExcavation with JCB\nuPVC Pipe 63 mm o/d 2293 Mtr
35 34 uPVC Pipe 90 mm o/d 107 Mtr
36 35 uPVC Pipe 110 mm o/d 317 Mtr
37 36 Excavation with Manually\nuPVC Pipe 63 mm o/d 3160 Mtr
38 37 uPVC Pipe 90 mm o/d 289 Mtr
39 38 Providing and laying, jointing, fixing testing ISI marked GI Pipe (as per IS 1239) B-Class, premium make such as (Jindal Hisar) including cost of Specials such as tee, bends, sockets, elbow etc., cutting threading and testing in trenches in the ground complete .\nGI Pipe 65mm i/d 10 Mtr
40 39 Providing & fixing C.I/D.I Flanged end, stem of SS (AIS1410) 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).\n80mm i/d 3 Each
41 40 110mm i/d 1 Each
42 41 Construction of masonry Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of pubic health department.\n(a) Size 0.6 m. x 0.6 m. 4 Each
43 42 Dismantling and restoration brick paving complete in all respect as per DWSS standard approved analysis.\nPVC Pipe 63mm o/d 1736 Each
44 43 PVC Pipe 90mm o/d 289 Each
45 44 Dismantling and restoration of Cement Concrete Road complete in all respect as per DWSS standard approved analysis.\n63mm i/d 1424 Mtr
46 45 Contractor shall be quote rates only for dismantling of mettaled road & back filling with excavated earth fully compacted the restoration of the mettaled road to its original condition will be done by the concerned department i.e. PWD (B&R) PMB/Panchayati Raj)\n90mm o/d 10 No road cut x 4 mtr = 40 mtr 40 Mtr
47 46 water connection\nProviding Proposed water connection to house hold upto wall with providing laying jointing testing GI pipe lines 15mm i/d= 2.50 mtr B Class as per CSR 28.36(A) (Above GL) Providing & Fixing MDPE pipe 15mm i/d with specials 2.00 Mtr (Below GL) including cost of specials such as tees, bends sockets elbow, 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, 15mm i/d as per IS 210 with stainless stell spindle of approved make as per CSR 30.65 (b) 136 No
48 47 water Meter\nProviding and fixing multjet Water meter to house hold including cost of specials such as tees, bends, sockets elbow peet valve, union, nipples and hooks etc cutting, threading and testing complete in all respects. 136 No
49 48 SOLAR PANELProviding, Fixing, Installing, Commissioning, Solar Panel Energy System (Monocrystalline) for amount of electric power required for running electric motor and other appliances such as fan, tube, Bulb etc in water works site. including Bi-directional meter and inverter of suitable capacity as per guidelines issued by PEDA complete in all respects. 4 KW
50 49 (Operation & Maintenance Cost excluding Electricity Charges)\nOperation and Maintenance water supply system for 3 Months including operating of machinery , repair of leakages, supplying of full time Pump Operator cum- Chowkidar, supply of Sodium Hypo Chlorite solution for disinfection for 3 months after completion. \n 1 Job
51 50 Carriage of Material Such as Bajari 198.38 Cum
52 51 Carriage of Fine Aggrigate Upto 65Mtr 107.24 Cum
53 52 Carriage of Material Such as Bricks 8098 P/1000
54 53 EnvironmentalCharges\nMaking 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.\n 70 Sqm
55 54 Supplying and planting permanent trees including digging of earth pits size 75cmx75cmx75 cm deep, refilling the excavated earth with manure supplied @ 0.113 cum each and watering Supplying through tractor tanker. (Trees like Neem, Ashoka, Dake, Arjun etc.) 8 Each
56 55 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 and row to row, providing and fixing brick tiles edging. 8 Each
57 56 Planting flower beds including digging and refilling of beds with excavated soil and FYM, fertilizer and insecticides, planting of sapling at 30cm distance from plant to plant and row to row. 8 Sqm
58 57 Provision for one way stand post with Khura complete in all respects 1 Job
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