Water Supply And Sanitation Department Tender
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Water Supply And Sanitation Department - WSS Tender
Civil And Construction
Eprocure
Opening Date25 Mar 2023
Closing Date4 May 2023
Tender Amount₹ 16,66,768
Costs
EMD
₹ 33,335Document Cost
₹ 1,000Tender Fee
₹ 1,967
Description
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Contact
Tender Id
2023_WSS_99877_1Bid Award Id
ViewTender No
DWSS/2022/016Tender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://https://dwss.punjab.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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For 40mm pipe line
13.2
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EXTERNAL IN THE GROUND : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in- Charge), having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, & testing of joints excluding cost of excavation complete as per direction of Engineer-in-Charge.
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CPVC SDR 11 pipe & fittings 50mm o/d
36.65
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Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect.
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50mm i/d G.I. Union
3
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Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.
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50mm i/d Gun Metal peet valve heavy pattern.
3
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Providing ISI marked GM ferrule as per IS:2692 drilling and tapping cast iron pipe lines of all diametres and screwing in Ferrule and connections complete in all respect.
25mm i/d Ferrule medium
1
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Estate Sewerage
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Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects.
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110 mm o/d pipes
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For Sewer Line GT to IC 6mtr each 110mmd
7
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160 mm o/d pipes
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For Sewer Line IC to IC and IC to MH 6mtr each
44.2
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200mm o/d pipe
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For Sewer Line as per Detail attached
36.58
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Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects.
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For depth exceeding 3.0 m but not exceeding 4.5 m B.G.L.
For all classes of soil except rocky
80.18
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For Sewer Line 100 mm dia
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For Sewer Line 150 mm dia
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For Sewer Line 200 mm dia
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For M.H 90 x150mm
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Cement Concrete 1:6:12 with 40mm gauge stone aggregate. using concrete mixing volumetric type
9.1
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For covering Sewer Line Type II
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For Sewer Line 100 mm i/d (Type-I) as per Detail attached
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For Sewer Line 150 mm i/d (Type-I) as per Detail attached
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For Sewer Line 200 mm i/d (Type-II) as per Detail attached
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Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard
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Inside size75x120cm and 120 cm deep (3Nos)
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For on Sewer Line
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Qty of Material ( for 3 Nos.) manhole
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Cement concrete 1:4:8 with stone argregate or shingle using concrete miixer volumetric type 40 mm guage.
1.8
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First class burn brick work laid in cement sand mortor 1:5 in foundation and Plinth.
4.32
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Cement concrete 1:2:4 with stone bllast or shingle using concrete mmixer volumetic
0.13
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Floating coat of 1.50 mm thickb neat cement laid in one operation to the toping (on benching)
3.24
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12 mm thick cement plaster 1:3 & cement rendering on plaster 1mm thick
18.72
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer jas per IS-1791 vibrated by needle vibrated but excluding steel reinforcement centring and shittering infoundation and plinth.
1.04
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cold twisted deformed (Ribber/ Tor Steel Bar) bars FE 500 grade as per ISI-1786-2008 for RCC work where not including in the complete rate of RCC including bending and placing in position complete (Tor Steel)
0.66
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Providing orange color safety footrest of minimum size 6 mm thick plastic encapsulated asper IS: 10910 on 12 mm dia steel bar confirming to is 1786 having minmum cross section as 23 mm x 25 mm and over all minimmu lenth 263 mm and width as 165 mm with minimum 112 mm space between protruted legs having 2mm tread on top surface by ribbing or chequetion besides necessary drawing and suitable to with stand tail lenth on 138 mm asper standard drawing and suitable to with stand the bend test and chemical resistance test asper spesification and haviinf manufactures permannet identification mark to be visible even after fixing manufacture fixing in manholes with 230 x 15 x 75 cm cement concrete block 1:2:4 (v 1cement:2 sand : 4 stone aggregate) complete asper design.
12
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Providing &fixing 560 mm 500 mm and 450 mm internal diameter circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked asper IS:12592 - 2002 including carriage from the store of the engineer - in - charge to site of work loading unloading , including stacking and setting thesame to correct linesover manholes including cement concrete copping (M:20) around theframe etc. Dia of steel for liffting hook is 16mm (for EHD and HD) A) 560 mm i/d RCC manhole cover with frame.
b) Heavey duty.
3
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Shutering for facess of concerete foundation and foundation beam & plinth beam (vertical or battering)
Form work = 0.75x1.20 = 0.90 sqm
2.7
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Extra for making connections of all sizes newly laid sewers within benching of fully charged sewers including pluging of sewer, dewatering & desilting of manholes etc. complete in all respects.
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with existing sewer of 300 mm id and below
1
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Roof Top Rain water Harvesting
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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 Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
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200mm o/d pipe of 4 Kgf. / sqcm
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For Storm water Line 200mm i/d UPVC pipe as per Detail attached
80.29
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160mm o/d pipe of 4 Kgf. / sqcm
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For connection of Road gully and water line @ 6mtr. Each per road gully
120
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Excavation in trenches with straight or open cutting in a street, lanes or in a open area with 3D/JCB or excavator including manually dressing bed, trimming sides & slide slope for sewer & manhole to full depth as shown in drawing, including, dressing to correct sections and dewatering, provision for diversion for traffic,protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching etc. fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level removal of surplus spoils from the site of works upto chain (15 m), complete in all respects.
233.62
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For depths not exceeding 3.0 metre B.G.L.
For all classes of soil except rocky
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For Roof top Storm water Line 200mm i/d UPVC pipe as per Detail attached
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For Roof top Storm water Line 150mm i/d UPVC pipe as per Detail attached
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Construction of Haudi internal size 0.90mtr x 0.90mtr & 0.90mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x600 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge
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Haudi Inside size 90x 90 cm and90 cm deep
11
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Construction of Haudi internal size 0.45mtr x 0.45mtr & 0.45mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x450 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge
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No. of Haudi @ 5mtr. C/c Distance of Rain water Pipe line
20
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Construction of Rain water recharge well 3.00mtr dia with working depth 3.50mtr dia consisting of drilling bore 300mm dia 100mtr, supplying and lowering pvc perforated housing pipe 200 mm dia 10kgf/sqcm 50mtr sorrunded with filtermedia , galvanised stainer CI pipe Class LA 150mm i/d 4mtr duly plugged from top with bail plug, fixing MS clamp, MS socket, Well size 3.00 mtr internal dia, 4.00 mtr deep constructed with BB in 1:5 cement sand mortar,plastered from inside, RCC slab, filtered media in 3 Layers, 2Nos RCC Man hole cover conneted with collecting chamber size 1mtr x 1mtr x 1.20 mtr deep providing and fixing MS grating and all other relevent material required as per site complete in all respect as per drawing attached and entire satisfaction of the Engineer-in-charge . (Note :- Payment will be made as per CSR Based Rates Plus/Minus Quoted rates).
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Fire Fighting Arrangements (Design and SOP drawing will be provided by the Contractor)
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Providing and fixing of FIRE EXTINGUISHER CO2 type as per IS:15683 complete with all accessories as per manufactures sepcification. ISI Mark Complete in all respect.
4.5kg capacity
10
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Providing and fixing of FIRE EXTINGUISHER ABC powder type (Stored pressure) as per IS:15683 complete with all accessories as per manufactures sepcification. ISI Mark Complete in all respect. 6kg Capacity
10
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SITC of MS Pipe
Providing, laying, fixing, testing and commissioning of 'C' Class heavy duty MS Pipe conforming to Indian Standard IS : 1239/3589 including fittings like tees, bends, sockets, elbows, flanges, tapers, nuts bolts, gaskets etc. fixing the pipe on the wall / ceiling with suitable clamps and painting with two or more coats of synthetic enamel paint of required shade complete in all respects.
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25mm internal diameter
40
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40mm internal diameter
30
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50mm internal diameter
20
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65mm internal diameter
10
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80mm internal diameter
10
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100mm internal diameter
40
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SITC of Butterfly valve
Supplying, Laying, Testing and Commissioning of ISI marked BUTTERFLY VALVE PN 1.6, with Gun metal seal duly ISI marked complete with rubber insertion, nuts, bolts and washers, matching flanges of required thickness, etc. complete as per specifications.
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100 mm i/d
6
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Proving & fixing Dual plate check valve flanged end class PN-1.6 as per IS with nitrile seat SS shaft & springs in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete.
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100mm i/d check valve
2
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Providing and fixing S.S Pressure Gauge complete as required complete in all respect.
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Dial diameter 100mm calibration 0-16 Kg
5
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Supplying, Installation, Testing and Commissioning of RRL FIRE hose Type A, IS:636, 63mm dia x 15m long with gunmetal male & female couplings (ISI marked) bound & riveted to hose pipes with copper rivets and copper wire as required.
5
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Supplying, Installation, Testing and Commissioning of First Aid-fire Hose reel with MS construction spray painted in post office red, confirming to IS 884 with upto date amendments, complete with rubber hose pipe (IS:444/1987) 20mm dia 30 meter long type-2, hose reel Drum with bracket as per IS:884, 20mm dia GM nozzle and 20mm dia GM gate valve as required complete with G.I pipe connention with main pipe complete in all respect.
5
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Supplying, Installation, Testing and Commissioning of weather proof cabinet for hose fabricated out of 1.6mm thickness M.S. sheet with front glass door having locking arrangement, suitable to accommodate all the necessary pipes, accessories, fittings etc including painting the metal portion with one coat of ready mixed primer paint and two coats of synthetic enamel paint of approved shade and quality, sign writing etc.
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600 mm wide x 600 mm high x 300 mm deep Size - (for RRL Reel)
5
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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 Nut ,Bolt & 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 Sluice Valves flanged
5
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Supplying & fixing air vessel made out of 250mm. Dia, 8 mm thick MS sheet, 1200mm height with air release valves on top and flanged connection to risers, drain arrangements with 25 mm dia gunmetal wheel valves, with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required
1
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Providing and fixing of Pressure switch of approved make in MS pipe line suitable for line presure up 15kg/cm2 & including connection with main panel etc. as required complete in all respect
1
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Supplying and Installation control valve C/W water motor gong complete with alarm Valve, constant trim, water motor bell, 2No. Pressure Gauge. All parts UL listed. Make Newage complete in all respect.
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100 mm control valve
1
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Supplying an Fixing Pendant / Upright type sprinkler with quartzoid bulb, operating temperature 68 / 79 degree centigrade of 15 mm dia orifice sprinler head to approved by UL/SN
30
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Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flo pipes but without fittings and base support for tank. Triple Layer Tanks
15000
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Providing and fixing in position automatic brass Ball Cock in tanks.
Brass Ball Cock with rod and Plastic Ball
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Brass Ball Cock with rod and Plastic Ball 25mm i/d
1
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Construction of Foundation for PVC water storage tank including RCC slab
1
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Fabrication, Supply, Installing, testing and commissioning of cubical type fully enclosed panel switchgear connection, interconnection with AC strip flexible copper conductor MCCB, fully automatic star delta starter, etc complete required cable voltmeter
1
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Supply & erection of elctrically pumping machinery set
(pump and motor) 3:50 kg/em't Make Crompton greaves confirming to ISI: 8034-2002 with latest amendments with discharge of 450 LPM at head amtr covered with rain shelter complete in all respect as er specifications
2
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Supply and erection of PVC insulated PVC sheathed (3 (xiii) d 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
30
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DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES Supply and erection of Double Walled Corrugated (DWC)HDPE pipe to be laid 1mtr. below ground level including excavation placing the pipe in position and back filling with excavated soil etc of the required size:
Double Walled Corrugated HDPE Pipe 50/ 38mm (Outer
Inner dia)
30
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Carriage of Material
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Sand
15.43
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Bajri
5.19
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Bricks
13.74
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FE 500
2.16
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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 9 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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