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 Date13 Jun 2024
Closing Date27 Jun 2024
Tender Amount₹ 1,01,15,781
Costs
EMD
₹ 2,02,316Document Cost
₹ 1,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WSS_122114_1Bid Award Id
ViewTender No
DWSS/2024/004Tender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://https://dwss.punjab.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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.
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Drilling of test bore hole including the rate for logging (Electric logging shall be carried out by Contractor upto full depth) to be paid only for the drilling depth beyond the bail plug margin or the tubewell is abandoned
1
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Making electric logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect.
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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250mmnominal diameter (weight 52.3 kg
per metre) 8.0 mm thickness
140
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200 mm nominal diameter (weight33.6 kg per meter) 6.4 mm thickness
131
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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. (Johnson or equivalent make)
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200mm Steel Strainer (slot size 0.75mm)
6.30 mm thickness
20
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Providing & fixing M.S taper/readucer made out of 6mm thick M.S sheet complete in all respect.
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Reducer 250mm x200mm
1
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Supplying, Fixing and Lowering of Stainless Steel Socket as per IS 8110-2000 or latest, ISI marked duly welded with suitable grade SS welding electrod to lower the strainer into tubewell bore complete in all respect.
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200 mm internal diameter
6
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Supplying, Lowering and Fixing of M.S. special socket to connect SS 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.
6
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(a) Strainer & MS pipe should be properly jointed with sockets and duly welded to ensure maximum strength of joint.
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(b) A steel strip of suitable size should be welded across the length of strainer to provide additional strength to the tubewell assembley.
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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 seive sample from different strata and testing of sample from approved laboratory (Physical & chemical Analysis)
4
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Supplying at site of Gravel of 1/6" to 1/8" sizes including pouring and packing in the annual space between the pipe 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)
59.07
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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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250 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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200 mm nominal diameter (weight33.6 kg per meter) 6.4 mm thickness
4
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Supplying & fixing of M.S. Clamp of size 150mm x 12mm made out of MS Flat 1.52 m long, suitable to fit the Housing pipe including the cost of 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 500 cfm at 150 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 three meter thick for tubewell for outside the pump chamber as per IS:2800:2019
1
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Provision for sterilisation of Tubewell
1
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Constructing One No. of 75KL (75000 litres) capacity with sill level not less than 18.50m height upto FSL 15.50mt. 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.
1
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(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.(The height of OHSR has reduced 3.50 mtr. from standard height of OHSR as per vetted design from senior desing expert. )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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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
50
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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 Class PN-1 as per ISI
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100mm i/d
3
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80mm I/d
4
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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 0.60m x 0.60m
4
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Size 0.90 m x 0.90 m
3
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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 160mm o/d
54
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PVC pipe 110mm o/d
348
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PVC pipe 90mm o/d
861
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PVC pipe 63mm o/d
1774
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Excavation by Manual means (for Less than 3 mtr street width)
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PVC pipe 160mm o/d
129
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PVC pipe 110mm o/d
20
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PVC pipe 90mm o/d
533
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PVC pipe 63mm o/d
1365
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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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110 mm o/d PVC
42
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63mm o/d PVC
540
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Cutting through Cement concrete Streets and Making would be same in its orginal condition complete in all respect.
160 mm o/d, 110 mm o/d, 90 mm o/d & 63 mm o/d PVC pipe
2589
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Dismantling of bituminous courses of flexible pavements by manual means and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications (20 d G1) Pipe Extra Road Crossing average 6 m Detailed Atteched) PVC pipe 110mm o/d, 90mm o/d, 63mm o/d
866
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Connection with exisitng as per pipe line to correct alignment analysis and gradionts cutting jointing and testing with new pipe line complete in all respect.
15
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Hand boring Horizontly for crossing of pipe under road or any other obstacle by using Auger/Bocki method.Including excavation , stringing and jointing of pipe upto 160mm complete. (6 mtr. x3 mtr. =18 mtr.)
18
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Providing proposed water connection to house hold up to wall with providing, laying jointing, testing G.I pipe lines 15mm i/d,B-Class, (Above GL),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.
75
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Water Connection on Replaced Pipe
Earth Work in Excavation for trench to house For Ordinary soil having gravel upto 40%,Providing uPVC Clamp for suitable water supply pipe for 90mm o/d uPVC Pipe.Provdiding ISI Marked G.M ferrule (as per IS:2692) drilling and tapping PVC Pipe lines of all diameters and fixing in ferrule and connection complete in all respect. 15 mm i/d ferrul mediumProviding & Fixing 15 mm i/d MDPE Pipe with specials (Below GL)
40
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Disinfection Unit
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Providing, installing, testing and commissioning one no. electrically actuated diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 ltr. o f 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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Pumping Machinery
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Providing & installing,testing & commisioning of one no electrically driven Submersible Pump set Capable of delivering 418 LPM against a head of 124 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 100 mm (in 3mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts complete in all respects.
101
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upply 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 6.0sq.mm (56/0.3mm), 3Core
217
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Providing and 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 NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects.
1
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Development 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 (22 +29 x 2 )= 102 -2.51= 99.49 x 3 = 298.47 mtr.
299
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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.
42
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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
25
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Providing & fixing MS sign board as per standard size of DWSS.
1
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Carriage of material beyond 5km complete in all respect
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Sand
190.73
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Bajri
337.01
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Bricks
18.12
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Tiles
0.51
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Solar Panel Energy System
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Providing, 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 capaity as per guidelines issued by PEDA complete in all respects.
11.66
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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.
1
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Enviornment management
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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
151.8
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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
18
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Supplying and planting permanent trees in
prepared pits and watering
15
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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.
8
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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.
8
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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 12 months.
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ii) If contractor failed to start the work within 7 days from the date of allotment, 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, shall be binding.
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