Indian Institute Of Technology Tender
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Indian Institute Of Technology - IIT Tender
Civil And Construction
Drainage Work
Pipe Line Project
Eprocure
Opening Date11 Feb 2025
Closing Date4 Mar 2025
Tender Amount₹ 32,18,632
Costs
EMD
₹ 64,373Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_IITK_848680_1Tender No
36/Civil/D3/2024-25Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://https://www.iitk.ac.in
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Documents
BOQ Items
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Earth Lead - 2
376
202
76215.2
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EARTH WORK
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-
-
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
-
-
-
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All kinds of soil.
180
214
38637
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Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
-
-
-
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All kinds of soil
-
-
-
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Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
195
290
56626.05
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Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
675
453
305997.75
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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).
-
-
-
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Depth exceeding 1.5 m but not exceeding 3 m
640
128
81958.4
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Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered):
-
-
-
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Depth exceeding 1.5 m but not exceeding 3 m
640
67
43065.6
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
41
1751
71801.66
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CEMENT CONCRETE (CAST IN SITU)
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-
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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-
-
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1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
2.3
6496
14942.32
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1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3
5617
24154.05
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REINFORCED CEMENT CONCRETE
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-
-
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Centering and shuttering including strutting, propping etc. and removal of form for
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-
-
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Edges of slabs and breaks in floors and walls
-
-
-
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Under 20 cm wide
11
171
1891.67
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MASONRY WORK
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-
-
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
-
-
-
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Cement mortar 1:6(1 cement :6 coarse sand)
4.4
5881
25877.72
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Dismantling and Demolishing
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-
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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-
-
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Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
1
2007
2007.3
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Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
1
1239
1239.88
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Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :
-
-
-
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bituminous road
20
353
7066.8
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DRAINAGE
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-
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
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-
-
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300 mm dia. R.C.C. pipe
195
819
159882.45
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450 mm dia. R.C.C. pipe
215
1336
287379.75
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600 mm dia. R.C.C. pipe
458
1849
847263.36
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
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-
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Inside size 90x80 cm and 45 cm deep including Precast RCC cover with frame Medium duty (MD 10) 560 mm internal dimensions:
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-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
9590
47950.85
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Inside size 120x90 cm and 90 cm deep including Precast RCC cover with frame Heavy duty(HD 20) 560 mm internal diameter:
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
36
18040
649466.64
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Extra for depth for manholes :
-
-
-
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Size 90x80 cm
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2.5
7277
18193.7
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Size 120x90 cm
-
-
-
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
29
8728
253137.23
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm 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 specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
179
456
81727.82
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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
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-
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For pipes 250 to 300 mm diameter
3
760
2281.86
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
-
-
-
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450 mm dia RCC pipes.
40.5
2207
89387.55
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600 mm dia RCC pipes.
10
2804
28046.9
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