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Bid Document forVillage Heerapur & Bhujranwala (OH/PC) Bifurcation of Existing Water Supply Scheme Panjwar,Block Tarn Taran Distt. Tarn Taran. Under Nabard-XXIII / JJM. (DWSS-W-DIV09-6180-1)Provision or trail boring ,Providing & Installing deep tubewell 2, Distt. Tarn Taran-Punjab

Water Supply And Sanitation Department-WSSD has published Bid Document forVillage Heerapur & Bhujranwala (OH/PC) Bifurcation of Existing Water Supply Scheme Panjwar,Block Tarn Taran Distt. Tarn Taran. Under Nabard-XXIII / JJM. (DWSS-W-DIV09-6180-1)Provision or trail boring ,Providing & Installing deep tubewell 2. Submission Date for this Tender is 10-01-2022. Pumping Machiney Tenders in Distt. Tarn Taran Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

29398474
Corrigendum : Bid Document forVillage Heerapur & Bhujranwala (OH/PC) Bifurcation of Existing Water Supply Scheme Panjwar,Block Tarn Taran Distt. Tarn Taran. Under Nabard-XXIII / JJM. (DWSS-W-DIV09-6180-1)Provision or trail boring ,Providing & Installing deep tubewell 2
Open Tender
Indian
Punjab
Distt. Tarn Taran
10-01-2022

Tender Details

Bid Document forVillage Heerapur & Bhujranwala (OH/PC) Bifurcation of Existing Water Supply Scheme Panjwar,Block Tarn Taran Distt. Tarn Taran. Under Nabard-XXIII / JJM. (DWSS-W-DIV09-6180-1)Provision or trail boring ,Providing & Installing deep tubewell 200 mm i/d straight 195 mtr depth with 15 mtr stainless strainer with Reverse Rotary Rig,Pumping machinery, Chlorinator, const. Pump Chamber 3.05x3.70.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-Oct-2021 Date extend corrigendum 1 Date 28-10-2021
2 29-Oct-2021 Date extend corrigendum 2 Date 08-11-2021
3 09-Nov-2021 Date extend corrigendum 3 Date 18-11-2021
4 19-Nov-2021 Date extend corrigendum 4 Date 02-12-2021
5 03-Dec-2021 Date extend corrigendum 5 Date 13-12-2021
6 14-Dec-2021 Date extend corrigendum 6 Date 23-12-2021
7 24-Dec-2021 Date extend corrigendum 7 Date 03-01-2022
8 04-Jan-2022 Date extend corrigendum 8 Date 10-01-2022

Key Value

Document Fees
INR 500 /-
EMD
INR 118000.0 /-
Tender Value
INR 58.81 Lakhs /-

BOQ Items

Name of Work :- Bid Document forVillage Heerapur & Bhujranwala (OH/PC) Bifurcation of Existing Water Supply Scheme Panjwar,Block Tarn Taran Distt. Tarn Taran. Under Nabard-XXIII / JJM. (DWSS-W-DIV09-6180-1) Provision or trail boring ,Providing & Installing deep tubewell 200 mm i/d straight 195 mtr depth with 15 mtr stainless strainer with Reverse Rotary Rig,Pumping machinery, Chlorinator, const. Pump Chamber 3.05x3.70.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
1Drilling of 500 mm dia bore with reverse rotary rig in all kinds of soil including the cost of consumabl stores, fuel oil and transportation of rig to the site. Including the cost of Trail bore 200mm i/d upto 195 mtr. deep complete in all respects.
2Provision for trail bore 200mm i/d upto 195 mtr deep complete in all respect.
3Drilling of 500mm dia bore with reverse rotary rig upto 150 mtr depth BGL.
4Drilling of 500mm dia bore with reverse rotary rig beyond 150 mtr depth upto 300 mtr depth BGL.
51. Erection and dismantling of boring plant including all arrangement for the transportation of the boring equipment to site of work from the store of contractor at site and back are to be made by the contractor at his own cost. All rates should be quoted for supplying the material at site of work. Pits for collection of Water and Water for drilling tube-well be arranged by the firm/ contractor at site at his own cost.
62. In case the bore is converted into a tube-well payment of bore shall be made up to the bail plug plus margin (7% of main bore drilling or as actual as per field requirement whichever is less) required for sustaining the main bore. The test bore beyond margin shall be paid at the rate of test bore drilling.
7Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect.
8Supplying, 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.
9200mm Nominal Diameter (Weight 33.6 kg/mtr) 6.4 mm Thickness
10Supplying, fixing, lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest with SS socket to connect Strainer to Strainer Duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore.
11200mm Steel strainer (slot size 0.75mm) 6.3 mm thickness
12Supplying, 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.
13200mm Internal Diameter
14Supplying,lowering & fixing of M.S special socket to connet S.S strainer to M.S pipe duly welded with suitable grade SS welding electrode complete in all respect.
15200 mm internal diameter
16Supplying and fixing of bail plug of M.S pipe complete with inverted U-hook attached to the bottom plug Complete in all respects.
17200mm internal diameter (weight 33.6kg/m) 6.4 mm thickness
18Supplying and fixing well cap having thread to fix on housing pipe. Complete in all respects.
19200mm Internal Diameter
20Supplying & 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 Nut & Bolts of Suitable size complete in all respect.
21Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.
22Supplying at site of gravel of 1/16" to 1/8" sizes 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)
23Supplying and fixing Mild steel centering guide made out of 32mm x 6mm thick M.S. bar complete in all respects.
24Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.)
25Development and Stabilizing 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.
26Capacity of Air compressor 300 cfm at 250 PSI
27Development and Stabilizing of the tubewell with submersible pump of required capacity asdirectedby the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
28Provision for sanitary clay Seal(PIS codeIS 2800:2019) including stablization of Tubewell with revese rotary
29Constructionof One No. RCC OHSR having capacity 50 KL (50,000 ltrs) height 20.00 mtr. up to FSL & 17.00 mtr. up to sill level from ground 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 overflowDI 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 bepaid 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.
30Providing, Laying, fixing & jointing ofP.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 Machanically
31110mm o/d pipe of 10 Kg/cm2 lines laidcomplete
32Providing & 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)
33100 mm i/d
34Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete (2x3 = 6 Kg.)
35Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health departmentsize 0.9m x 0.9m
36Providing, Laying , fixing & jointing ofP.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)
37PVC pipe 63mm o/d
38PVC pipe 75 mm o/d
39PVC pipe 90mm o/d
40PVC pipe 160mm o/d
41Providing, Laying , fixing & jointing ofP.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)
42PVC pipe 63mm o/d
43PVC pipe 75 mm o/d
44PVC pipe 90mm o/d
45PVC pipe 110mm o/d
46PVC pipe 160mm o/d
47Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.
48PVC pipe 63mm o/d
49PVC pipe 75 mm o/d
50PVC pipe 90mm o/d
51PVC pipe 110 mm o/d
52PVC pipe 160mm o/d
53Providing & 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)
5480mm I/d
55100mm I/d
56150mm I/d
57Providing, Fixing & jointing ISI Marked Gun-metal peet valve(Heavy pattern) as per IS 778 with hand wheels,on Gi pipe line laid in the ground or inside building includingcarriage complete in all respects.
5850 mm i/d Gun metal peet valve heavy pattern
5965 mm i/d Gun metal peet valve heavy pattern
60Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages completein all respects
61Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department3 No. With each of Size 0.6m x 0.6m
62Providing proposed water connection withto 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
63Providing & 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 DWSSstandard specifations.
64Construction of Pump Chamber with toilet blocksize 3.05 x 3.70 mtr. including cost of Electric wiring & sanitary installations as per standar design
65Providing & Installing Testing & Commissioning of One No. Electrically driven Submersible Pumping set of reputed Make capable of delivering305 LPM against a head of 72 mtralong 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 65 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.
66Cost of pumping set
67Cost of lowering (with length) 65 mm
68Cost of submersible cable (with length) 4mm2
69Cost of pannel board
70C.I FITTING OUTSIDE PUMP CHAMBER Providing 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 Annexure A12-1 & Drawing D-12 & D-17
71Development of Water Works
72Providing & 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.
73Providing & fixing PCC fencing poles with 6" height 3"x3" Top & 4"x3" base providing with 3Nos. Hooks complete in all respects.
74Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing .
75Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing .
76Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing with including& Analysiscomplete in all respects
77Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing D-7.
78Providing & fixing MS Sign Board as per standard size of DWSS as per Drawing D-20
79Environmental
80Rough grassing including uprooting rank vegetation and weeds by digging the area to a depth ofd 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, levelling and dressing for plantingnew 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.
81Digging of pits in all kinds of soil & refilling the same,with the excavated earth mixed with well decayed farm yard maure @30%of pit volume and insecticide for termite control
82Suppyling and planting permanent tress in prepared pits and watering
83Planting ground cover (ordinary) including digging of beds to 15 cm depth and mixing FYM,fertilizer,insecticides, planting of sapling at 25 cm distance from plant to plant androw to row.
84Planting 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.
85Provision for one way stand post with khura complete in all recpect.
86Provision of carriage of material beyond 5 km complete in all respects
87Extra Carriage ofBajri (Course Agrregate)Payable upto lead 130 Km
88Extra Carriage of Sand (Fine Aggregate) Payable upto lead 130 Km
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