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