Water Supply And Sanitation Department Tender
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Water Supply And Sanitation Department - WSS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date4 Jul 2024
Closing Date18 Jul 2024
Tender Amount₹ 61,57,198
Costs
EMD
₹ 1,23,150Document Cost
₹ 1,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WSS_123282_1Bid Award Id
ViewTender No
DWSS/2024/006Tender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://https://dwss.punjab.gov.in/
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Documents
BOQ Items
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Drilling of test bore hole including the rate for resistivity test to be paid only for the drilling depth if the tubewell is abandoned.
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Making electric logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respects
1
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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.(jindal/Tata or equivalent make)
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200mm nominal diameter (weight 33.6 kg per meter) 6.4mm thickness
96
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Supplying, fixing & lowering of Stainless Steel Cage type wire wound screen as per IS: 8110-2000 or latest ISI Market Duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore.(Johnson & equivalent make)
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200 mm internal diameter (slot size 0.75) 6.30 mm thickness
15
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Supplying, fixing & lowering of Stainless Steel Socket 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 Complete in all respect.
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200 mm internal diameter
5
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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.
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200 mm internal diameter)
6
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Supplying and fixing mild steel centering guides made out of 32mm X 6mm thick M.S bar complete in all respect
5
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Strainer & M.S. Pipe should be properly jointed with sockets and duly welded to ensure maximum strength of joint.
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A steel strip of suitable size should be welded across the length of strainer to provide additional strength to the tubewell assembly.
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Supplying at site Wooden box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.
1
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Collection of water sample from different strara and testing of sample from approved laboratory ( Phisician & chemical analysis)
1
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Supplying at quarry site of gravel of 1/6" to 1/8" sizes including pouring and packing in the annual space between the pipe assembly & 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) Note: The rates including loading & unloading charges Carriage from quarry site.
18.98
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Supplying and fixing M.S well cap having thread to fix on housing pipe complete in all respect
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200 mm internal diameter
1
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Supplying & fixing of bail plug of M.S. pipe complete with inverted U-hook attached to the bottom plug complete in all respect.
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200mm internal diameter (weight 33.66 kg per meter) 6.40 mm thickness
4
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Supplying & 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.
1
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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.
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Capacity of Air compressor 300 cfm at 250 PSI
10
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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.
6
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Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.)
1
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provision for clay seal of sterilisation three meter thick for t/w for out side the pump chamber as per IS:2800:2019
1
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Constructing One No. of 50KL (50000 litres) capacity with sill level not less than 17.00m height upto FSL 20.00 mt. 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 C.I. D/F expansion joints conforming to (IS-1536-1989) 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 D.I 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 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 aluminium ledder inside the OHSR complete in all respect as per specifications. (The specifications & 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 capacity as per DWSS specifications.
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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. (The specifications & 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 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.
Providing and applying integral crystalline slurry of hydrophilic in nature for water proofing management etc. (for vertical & Horizontal surface) and swellable type water stop tape.
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Rising Main
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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 Trenhes to correct alignment and gradients, cutting, jointing and testing complete as per specifications
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110 mm o/d pipe of 10kg/cm2
40
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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 Nuts, Bolts & insertion sheet, all carriage complete (with the approval of Engineer - in – charge)
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100mm i/d
2
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Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department.
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size 0.90m X 0.90m
2
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Pipe line for Distribution
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Providing, laying, Jointing and Fixing of PVC pipes 6kg/cm2 ISI Marked as per ISI-4985 ( ISI Marked with prior approvel of Engineer-in-charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting. Jointing and testing complete as per specifications. including specials and excavation
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Excavation by Mechanical means (for More than 3 mtr street width)
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PVC pipe 110mm o/d
630
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PVC pipe 90mm o/d
389
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PVC pipe 75mm o/d
231
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PVC pipe 63mm o/d
2850
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Excavation by Manual means (for Less than 3 mtr street width)
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PVC pipe 90mm o/d
113
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PVC pipe 75mm o/d
90
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PVC pipe 63mm o/d
2222
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Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting and including restoration of roads to orginal Position.
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PVC pipe 90mm o/d
113
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PVC pipe 75mm o/d
90
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PVC pipe 63mm o/d
2168
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Cutting through Cement concrete Streets and Making would be same in its orginal condition complete in all respect.
PVC pipe 63 mm o/dand 90 mm o/d
269
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Dismantling interlocking pavers or flagged stone flooring without concrete base and relaying of dry interlocking pavers on edge paving with a dismantledinterlocking pavers including sand grouting and including restoration of roads to orginal Position
PVC pipe 63 mm o/d
35
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Providing and 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&costs of nuts and bolts & insertion of sheet, all carriage complete (with approval of engineer in charge).
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100mm I/d
2
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80mm I/d
3
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Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department .
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Size 0.6m x 0.6m
5
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Extra provision for exisitng as per pipe line to correct alignment analysis and gradionts cutting jointing and testing with new pipe line complete in all respect.
12
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Water Connection
Providing proposed water connection to house hold up to wall with providing, laying jointing, testing G.I pipe lines 15mm i/d=2.50 mtr,B-Class as per CSR Prov. & Fixing MDPE Pipe 15 mm i/d with specials including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in the ground and ISI cock 15mm 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 steel spindle of approved make
26
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Water Connection With Replaced Pipe
Providing proposed water connection to house hold up to wall with providing, laying jointing, testing G.I pipe lines 15mm i/d=2.50 mtr,B-Class as per CSR 28.36 (A), (Above GL),Prov. & Fixing MDPE Pipe 15 mm i/d with specials 2.00 mtr including cost of specials such as tees, bends, sockets, elbow etc. cutting, threading, and testing in trenches in the ground and ISI cock 15mm 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 steel spindle of approved make.
41
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Chlorination & Disinfection
Providing, installing, testing and commissioning one no. electrically actuated diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 ltr. of bleaching powder solution/ sodium hypo solution per hour under maximum delivery pressure up to 7kg cm2, and suction lift not less than 1.5m, as per DWSS standard specification
1
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PUMP CHAMBER WITH W.C
Pump Chamber with W.C Construction of Pump Chamber including toilet & size 3.05 X 3.70 mtr including cost of electric wiring & sanitary installations as per standard design complete in all respects.
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PUMPING MACHINERY
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Providing & installing,testing & commisioning of one no electrically driven Submersible Pump capable of delivering 234 LPM against a head of 118 mtr complete in all respects
1
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Providing and Fixing Electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil imeersed starter,Main Switch, VM, AMpere Meter,ELCB, Shunt capacitor. Single phase,preventer,Indicating lamps,Kit-Kat etc. complete in all respects
1
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Providing and Fixing G.I. Column Pipe of IS 1239-2004 medium class size 65 mm (in 3mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts complete in all respects.
91
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Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the
Engineer-in-charge:-
Overall size 4.0sq.mm (84/0.3mm), 3Core
197
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C.I Fitting inside Pump Chamber
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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.
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Develoment of Water Works
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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
498
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Providing & fixing PCC fencing pole with 6' height 3"x3" top of 4"x3" base provided with 3 nos. hook complete in all respect.
69
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Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing
30
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Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing
4
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Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing with including complete in all respects
1
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Construction of Cement Concrete Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing
30
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Providing & fixing MS sign board as per standard size of DWSS.
1
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Carriage of Material
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Sand
71.78
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Bajri
108.06
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Bricks
16.72
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Tiles
0.51
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Environment
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Grassing of grounds with doob grass 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, rough dressing and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting grass roots in rows 10 cm apart in both directions, watering, weeding and maintenance till turf is formed
115
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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
5
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Supplying and planting permanent trees in
prepared pits and watering
5
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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.
7.5
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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.
6
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Provision for one way stand post with Khura complete in all respects
1
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CONDITIONS
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Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the rates and prices in the Bill of Quantities
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Unit rates and prices shall be quoted by the bidder in Indian rupee
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Where there is a discrepancy between the rate in figures and words, the rates in words will govern.
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Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern.
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Any item of work not included in the above contract schedule of rates and got done at the site of work; the same will be paid according to CSR-2020 subject to the premium or discount tendered by the contractor. In the case of non-schedule items, the decision of the Engineer-in-charge will be final and binding upon the contractor. In case any item which is a part of lump-sum rate is not executed at site, the amount of the same shall be deducted @CSR rates + Ceiling premium prevailing on the date of tender.
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The work will be carried out in accordance with PWD Book of specifications – 1963 edition with upto date amendments.
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Approximate quantities are given n the contract schedule of rate and these can vary at the time of execution of the work. The payment will be made according to the actual work done by the contractor.
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All amendments issued on the common schedule of rates 2020. up to the date of opening of tenders will be applicable on the contract schedule of rates.
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Contractor should clearly quote his rates in figures & words. Conditional tender will be rejected
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All items and rates provided in the DNIT are subject to the footnotes given in CSR-2020 and thereafter.
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The Engineer-in-charge will have full powers to change the layout of the work covered in this contract if considered necessary.
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No claim will be entertained from the contractor in case, any mistake in description of rates or unit occurs in any item taken in this schedule while preparing this DNIT or on account of typing or comparison or over writing. The same will be rectified at any time as per common schedule of rates 2010 along with up to date amendments.
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The arrangement of bricks at site of work would be done by the contractor at his own level from his own source.
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For any other non-schedule items, the contractor will submit through Engineer-in-charge, the analysis of rates in triplicate based on purchased vouchers. A margin of 10% shall be allowed for the material components and 21.5% on labour components and contractor shall produce photo state copies of the purchase vouchers in support of his claim. The decision of the Engineer-in-charge/competent authority in the matter shall be final and binding on the contractor.
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All the extra items will be got approved from the competent authority and no premium will be allowed on non schedule items.
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for the carriage of material shall be paid as per the rates quoted by the tenderer.
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i) Time period allowed for completion of work in 6 months.
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ii) If contractor fails to start work within 7 days from the date of receipt of valid performance security and signing of agreement as per contractual terms. DWSS reserve the right to impose penalty or withdraw the work and propose action for debarring in future tendering or both, decision of Chief Engineer, (North) shall be binding.
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