Delhi Development Authority Tender
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Delhi Development Authority - DDA Tender
Civil And Construction
Eprocure
Opening Date28 Jan 2020
Closing Date4 Feb 2020
Tender Amount₹ 15,40,019
Costs
EMD
₹ 30,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_DDA_539741_1Bid Award Id
ViewTender No
37/EE/SD-1/SZ/DDA/2019-20Tender Authority
Delhi Development Authority ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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 : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
450
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364.2
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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes/RCC pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe
434
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993.65
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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 :
300 mm dia. R.C.C. pipe
434
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863.65
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Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel 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, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter con- forming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
17
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11038.1
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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
-
-
-
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LD - 2.5 (i) Circular shape 450 mm internal diameter
10
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1027.25
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MD - 10 (ii) Circular shape 500 mm internal diameter
10
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1035.6
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HD - 20 (iii) Circular shape 560 mm internal dia
12
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1471.5
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Providing and fixing in position pre-cast RCC horizontal grating as per standard design of size 500x450 mm.
-
-
-
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(i) Grating with frame.
12
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903
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(ii) Grating without frame
10
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541.86
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(iii) Frame without grating.
6
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361.24
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Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on
drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement
of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly
encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges
with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as
per direction of Engineer-in-Charge.
15
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2525.35
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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
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-
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All kinds of soil
370.52
-
181.85
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