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Provding Estate Water Supply Of Sewerage At Iti Niari Block Dhar Distt Pathankot Under Deposit Work, DAC MALIKPUR-Punjab

Water Supply And Sanitation Department-WSSD has published Provding Estate Water Supply Of Sewerage At Iti Niari Block Dhar Distt Pathankot Under Deposit Work. Submission Date for this Tender is 07-06-2021. Sewerage Construction Tenders in DAC MALIKPUR Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

27833587
Corrigendum : Provding Estate Water Supply Of Sewerage At Iti Niari Block Dhar Distt Pathankot Under Deposit Work
Open Tender
Indian
Punjab
DAC MALIKPUR
07-06-2021

Tender Details

Provding Estate Water Supply Of Sewerage At Iti Niari Block Dhar Distt Pathankot Under Deposit Work

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-May-2021 corrigendum2 Date 07-06-2021

Key Value

Document Fees
INR 100 /-
EMD
INR 39657.0 /-
Tender Value
INR 19.82 Lakhs /-

BOQ Items

Name of Work: PROVIDING ESTATE WATER SUPPLY & UGSR, ESTATE SEWERAGE INCLUDING SEPTIK TANK & SOCKAGE PIT, FIRE FIGHTING SYSTEM FOR CONSTRUCTION OF ITI NIARI, BLOCK DHAR KALAN DISTT. PATHANKOT (DEPOSIT WORK)
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect.
2 1.01 Earth work upto 1.5 m, Depth\n
3 1.02 All classes of soil except rocky
4 1.03 For 50mm pipe line 76.45 cum
5 2 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.
6 2.01 CPVC SDR 11 pipe & fittings 50mm o/d 212.36 cum
7 3 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.
8 3.01 50mm i/d G.I Union 5 Nos
9 4 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\nin the ground or inside buildings including all carriages complete.
10 4.01 50mm i/d Gun Metal Peet Valve heavy pattern 5 Nos
11 5 Providing ISI Marked G.M 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.
12 5.01 25mm i/d Ferrule medium 1 No
13 6 Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m. 38.97 cum
14 7 Cement concrete 1:4:8\nWith stone aggregate 40mm gauge\nMixing by mechanical means using concrete mixer volumetric type 7.79 cum
15 8 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in\nfoundation and plinth \nA) Footing 3.79 cum
16 9 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) 10.18 sqm
17 10 Reinforced cement concrete M-40 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in\nfoundation and plinth
18 10.01 Beams 0.24 cum
19 10.02 Slab 3.42 cum
20 10.03 Walls 7.72 cum
21 10.04 Extra rate for Smooth Surface of Walls\nout side Walls 37.84 sqm
22 11 Extra rate for Smooth Surface of Beam\nBeam Side @ 85 per/cum 1.92 sqm
23 11.01 Extra rate for Smooth Surface of Ceiling\nCeiling 22.46 sqm
24 12 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete\nGround Floor
25 12.01 Qty same as Foundation = 2.27 qtl
26 12.02 Qty same as M-20 Beam = 0.48 qtl
27 12.03 Qty same as M-20 Slab = 2.74 qtl
28 12.04 Qty same as M-20 Walls = 6.18 qtl
29 12.05 TOTAL 11.67 qtl
30 13 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.\n
31 13.01 Ground Floor = 241.77 sft
32 13.02 Sides = 21.33 sft
33 13.03 Sides = 11.33 sft
34 13.04 OR = 274.43 sft
35 13.05 TOTAL 25.49 sqm
36 14 Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.\n
37 14.01 Ground Floor 3.69 Mtr
38 15 Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).
39 16 RCC Man hole cover with Frame\n560mm i/d RCC man hole cover with frame as per ISI\nHeavy duty 2 Nos
40 17 Foot Rest for Manhole.\nProviding orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. 12 Nos
41 18 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 No
42 19 Supply & erection of electrically driven open well water lubricated submersible pumping machinery set (pump and motor) Make Cromption greaves confirming to ISI 8034-2002 with latest amendments, directly coupled with submersible electric motor of 2 BHP head 12-30 meters 2 Nos
43 20 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:-\nOverall size 2.5sq.mm (50/0.25mm), 3Core 50 Mtr
44 21 Estate Sewerage including Septik tank & sockage pit
45 21.01 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.
46 21.02 110mm o/d pipes\nFor sewer line GT to IC 6mtr each 110mm 30 Mtr
47 21.03 160mm o/d pipes\nFor sewer line IC to IC and IC to MH 6mtr each 54 Mtr
48 21.04 200mm o/d pipes\nFor sewer line as per Detail attached 119.67 Mtr
49 22 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.
50 22.01 For depth exceeding 3.00 m but not exceeding 4.5 B.G.L\n
51 22.02 All kinds of soil except rocky
52 22.03 For Sewer Line 160mm dia \nFor M.H. 90x150mm 216.16 cum
53 22.04 Sand Filling around UPVC Pipe
54 22.05 For covering Sewer Line Type-II = 0.78 cum
55 22.06 For Sewer Line 110mm i/d (Type-I) = 2.39 cum
56 22.07 For Sewer Line 160mm i/d (Type-II) = 3.47 cum
57 22.08 For Sewer Line 200mm i/d (Type-II) 6.64 cum
58 23 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\nstone 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 design complete in all respects.
59 24 Inside size 75x120 cm and 120 cm deep\nFor on Sewer Line 9 Nos
60 25 Extra payable for every 0.30 m additional depth of manhole chamber in item 29.85 upto 1.80 m increase in depth.
61 25.01 Inside size 75x120 cm each 3 Nos
62 26 Construction of Septic Tank size 6.00 Mtr x 4 mtr working depth 2.70 mtr and medium duty man hole cover complete as per drawing/ specification and to the entire satisfaction of Engineer-in-charge (Note:- Payment will be made as per CSR based Rates Plus/ Minus Quoted rates)
63 27 Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed,trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineerin- charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. 127.21 cum
64 28 Cement concrete 1:6:12 With stone aggregate 40mm gauge, mixing by mechanical means using concrete mixer volumetric type 4.99 cum
65 29 First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. 40.33 cum
66 30 Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. 4.03 cum
67 31 Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels. 2.4 sqm
68 32 Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete 3.224 qtl
69 33 Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. 26.62 sqm
70 34 Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type 1.37 cum
71 35 Cement rendering on plaster 1mm thick 24.59 sqm
72 36 10mm thick cement plaster 1 : 4 on floors. 24.59 sqm
73 37 12.5 mm thick cement plaster 1:2 144.64 sqm
74 38 Cement rendering on plaster 1mm thick 144.64 sqm
75 39 Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).
76 40 Light duty 2 Nos
77 41 Fixing SW Pipe inlet and outlet connections in pit walls 2 Nos
78 42 Making soak pit 2.5 m outer Diametre 3.0 metre deep 230mm thick 1:5 brick work honey comb with bricks of Ist Class and S.W. drain pipe 100 mm Diametre, 1.8 m long complete as per standard design.
79 43 With F.P.S. bricks 2 Nos
80 44 Fire Fighting Arrangements (Design and SOP drawings will be provided by the Contractor)
81 45 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.
82 46 100mm internal diameter 30 Mtr
83 47 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.
84 48 100mm i/d 4 Each
85 49 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.
86 50 100mm i/d check valve 1 Each
87 51 Providing and fixing S.S Pressure Gauge complete as required complete in all respect.
88 52 Dial diameter 100mm calibration 0-16 Kg 1 Each
89 53 Providing and fixing fire brigade inlet connection of cast iron body with Gun metal 63mm dia instantaneous type male coupling with built in check valves and 150mm dia flanged outlet complete with bolts, nuts and rubber insertions as per IS:904. (to be connected to static tank).
90 54 Two way inlet connection 5 Each
91 55 Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -\nin-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.
92 56 Triple Layer Tanks (1 x 25000 = 25000 ltr) 25000 Each
93 57 Providing and fixing in position automatic brass Ball Cock in tanks.\nBrass Ball Cock with rod and Plastic Ball
94 58 50mm i/d Brass ball valve with plastic ball with G.I socket 1 No
95 59 Construction of Foundation for PVC wate storage tank including RCC slab 1 No
96 60 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. 4 Nos
97 61 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. 4 Nos
98 62 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.
99 63 600 mm wide x 600 mm high x 300 mm deep Size - (for RRL Reel) 4 Nos
100 64 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 incharge).
101 65 100mm i/d Sluice Valve flanged 2 Nos
102 66 Supplying, Installation, Testing and Commissioning of G.M Single headed hydrant valve with instantaneous Gun metal peet coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (TypeA) with blank Gunmetal Cap and chain including orifice plate made of 6mm th Stainless steel to keep the pressure not more than 3.5 per sqcm at any point complete in all respects. 4 Nos
103 67 Supplying, Installation, Testing and Commissioning 63 mm dia gun-metal Branch Pipe (ISI marked) with 20mm (nominal internal dia) size Gun metal nozzle confirming to IS 903, suitable for instantaneous connection to interconnect hose pipe coupling as required. 4 Nos
104 68 Providing and fixing of FIRE EXTINGUISHER, CO2 type as per IS: 15683\ncomplete with all accessories as per Manufactures Specification. ISI Mark complete in all respect.\n4.5 kg capacity 8 Nos
105 69 Providing and fixing of FIRE EXTINGUISHER, ABC Powder type (stored\npressure) as per IS: 15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect.\n6.00 kg capacity 8 Nos
106 70 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\nwheel valves, with required accessories, pressure gauge and painting with synthetic enamel paint of approved shade as required 1 Nos
107 71 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 2 Nos
108 72 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.
109 73 100mm control valve 1 No
110 74 Providing and installing in position premium range water pressure boosting pump (To the approval of Engineer-in-charge) including all pump accessaries but excluding cost of G.I pipe & specials complete in all respects.
111 75 Pressure pump of 0.7 HP with 2000 LPH, 25 meter head with SS pump & 18 litre capacity Tank Model : CM 3-3 1 No
112 76 SITC of Electrical Panel Board including cost of all accessary, cable from pump to panel as per requirement complete in all respect and as desired by engineer-in-charge 1 No
113 77 SITC of Electrical Driven Terrace Pump delivering 900 LPM & 30 mtr head electrical motor with RCC Foundation 1 No
114 78 Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the\nground complete.
115 79 50mm i/d G.I Pipe 25 Mtr
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