Water Supply And Sanitation Department Tender
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Costs
EMD
₹ 4,05,333Document Cost
₹ 1,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WSS_132073_1Tender No
51Tender 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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Loosening, leveling and compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications
149.45
29
4409
... More
Water Bound Macadam Grading II
-
-
-
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Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
149.45
1775
265375
... More
Prime Coat @ 0.85kg per sqm
-
-
-
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Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/sqm complete as per technical clause 502 of MORT&H specifications
747.25
33
25279
... More
Tack Coat @ 0.25kg per sqm
-
-
-
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Providing and applying tack coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications
747.25
11
8384
... More
Semi-Dense Bituminous Concrete 25mm to 30mm thickness (Grading II)
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-
-
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Providing and laying semi dense bituminous concrete 25mm to 30mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5%, carriage of mixed material to site of work, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per IRC-111 (2009) specifications
149.45
7521
1124073
... More
Bituminous Macadam 50mm to 75mm thickness (Grading II)
-
-
-
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Providing and laying bituminous macadam 50mm to 75mm thick with Continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @3.4%, laid over a previously prepared surface with paver finisher Mechanical to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications
37.36
5434
203014
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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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-
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Depth not exceeding 3 m. BGL
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-
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(i) For all classes of soil except rocky
6955.5
104
725459
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For depth exceeding 3.00 m but not exceeding 4.5 B.G.L
-
-
-
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(i) For all classes of soil except rocky
2228.8
121
270019
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For depth exceeding 4.50 m but not exceeding 6.00 B.G.L
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-
-
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(A) For all classes of soil except rocky
204.55
170
34911
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Cranes 35 tonnes
8
909
7278
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Providing, Lowering, jointing and cutting of Plain and Reinforced Cement Concrete spigot and socketed Pipes and Specials with rubber ring ISI marekd
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-
-
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R.C.C. Pipe NP -3
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-
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900 mm i/d pipe
200
8283
1656734
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1400 mm i/d pipe
755
15167
11451266
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Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
26.55
3812
101225
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
134.88
5382
725969
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Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type- BENCHING
12.15
4919
59776
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Floating coat of 1:5mm thick neat cement laid in one operation to the topping
48.6
822
39987
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12.5 mm thick cement plaster 1:3
491.76
209
103097
... More
Cement rendering on plaster 1mm thick
491.76
62
30568
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Providing 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.
250
220
55045
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Providing and fixing RCC manhole covers only
A. 560mm i/d RCC man hole cover with frame as per ISI
ii) Heavy duty
18
1169
21049
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Reinforced cement concrete M-20 with cement @ 375/- Kg per Cum hand mixed but excluding steel reinformcemetn centring and shuttering in foundation and plinth.
100.08
5428
543303
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete
106.35
6844
727922
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Cement concrete 1:5:10 with 40 mm gauge stone ballast.
16.91
3486
58931
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Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
274.74
560
153981
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Carriage of Dismentled material ( Lead upto 7 Km )
171.87
220
37842
... More
Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth.
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-
-
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Sand
203.4
619
126080
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Carriage of bricks (lead 25-5 =20 Km) (6Km to 25 Km)
64742.4
495
32053
... More
Plugging of Sewer/storm line with the help of Sand filled bags including cost of Sand, empty bag and labour complete in all respects.
10
7500
75000
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Pumping out dewatering from existing sewer/storm
130
335
43550
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Providing & fixing steel Box timbering on faces of trenches if required measuring each surface of trench where shuttering is done up to 4m depth.
(Where-ever required)
3200
218
697824
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Dismanlting and Relaying of 60mm thick CC interloking paver bolcks of M-35 including concerte base and relaying of same over 50mm thick sand laid over 100 mm thick base coures CC 1:816 complete in all respects including sand grouting etc.
490
740
362600
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Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring.
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-
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D.I. Pipe as per IS 8329 DI-K9
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-
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200mm i/d pipe lines laid complete
11
3474
38220
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Hand Boring for Pumping out Sub soil water including motor etc. (Where-ever required)
7
57650
403550
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