Water Supply And Sanitation Department Tender
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Costs
EMD
₹ 48,300Document Cost
₹ 1,000Tender Fee
₹ 2,849
Summary
Design Hydraulically Operated Desilting Grab Bucket Machine And Construction Of Sludge Drying Beds At Sri Anandpur Sahib Block Sri Anandpur Sahib Distt Rupnagar Under Plan Scheme For Head 4215s Pecific Towntender
Description
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Contact
Tender Id
2024_WSS_125907_1Bid Award Id
ViewTender No
4849/GRAB BUCKETTender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://https://dwss.punjab.gov.in/
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BOQ Items
Sub Head2:- 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.
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Depth upto 1.5 m B.G.L
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For Ordinary gravel soil having gravel upto 40%
198.96
22217
111.67
Cement concrete 1:4:8
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With stone aggregate 40mm gauge
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mixing by mechanical means using concrete mixer volumetric type
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Under the Brick Work
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long walls
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Shorts Walls
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Under the beds
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Cement concrete 1:2:4
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With stone ballast or shingle
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mixing by mechanical means using concrete mixer volumetric type
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Under the Chambers
2.77
14357
5183.05
First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth
41.97
221651
5281.2
12.5 mm thick cement plaster 1:2 and cement rendering on plaster 1 mm thick Internal Plaster
360.7
103358
286.55
102 mm inner diameter slotted UPVC PIPE.
40
32600
815
Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-
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Top Layer:Top layer :----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source
25.6
45014
1758.38
Second Layer :----- Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).
12.8
27468
2145.98
Third Layer :----- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).
12.8
18851
1472.8
Fourth Layer :----- Bajri (Coarse) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry).
12.8
17795
1390.3
Bottom Layer :----- Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry).
12.8
17598
1374.91
Providing of Splash pad & preparation of site. (including tray mechanism) MS gates & manhole complete in all respect.
1
251886
251886
Providing, Stringing out PVC pipes as per ISI-4985 (ISI marked with prior approval of Engineer in charge) casting along the Trenches and laying the same in Trenches To correct alignment and gradients, cutting. Jointing and testing, including excavation & specials complete as per specifications for less than 3 mtr street width. Complete in all respect (BY mechanical means) Imp. Note:- Excavation item no. 28.1 (ii) (For Ordinary soil having gravel upto 40%) is taken as the area of village falls in KANDI AREA. (6kgf/sqcm)
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160 mm o/d
120
123240
1027
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.
32
7045
220.18
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 design complete in all respects
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Inside size 75x120 cm and 120 cm deep
3
57012
19004.09
Carriage of material
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Earth, Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth.
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Fine sand Av lead 50 Km-5 = 45 Km
71
24650
347.19
Coarse sand & Bajri lead =50-5 = 45 Km
66
22914
347.19
Bricks Av lead 20-5 = 15 km
20.01
8457
422.66
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