New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Nov 2024
Closing Date2 Dec 2024
Tender Amount₹ 32,71,133
Costs
EMD
₹ 65,500Document Cost
₹ 2,124Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NOIDA_971874_1Bid Award Id
ViewTender No
31/SM (JAL)-I/ET/2024-25Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
GEM & Bid Advisory Services
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BOQ Items
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Extra for every additional lift of 1.5 or part thereof in all kind of soil. (DSR-18, I.No.-2.26/P-77) 3.01) 1.50 - 3.00 m
1020
18
19012.8
... More
3.00 - 4.50 m
442.68
37
16507.54
... More
4.50 - 6.00 m
261.12
55
14604.44
... More
Centring and shuttering i/c strutting, propping etc. and removal of form for Foundation, footings, bases of columns etc. for mass concrete. (DSR-16, I.No.-5.9.1/P-98)
2098.78
214
449852.51
... More
P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:4:8 (1 Cement : 4 C. Sand : 8 graded stone agg. 40 mm n.s.). (DSR-18, I.No.-4.1.8/P-88)
14.68
6781
99549.78
... More
P/L non-Pressure NP-3 Class RCC spigot socketed pipe confirming to IS:458:2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS : 5382 with latest amendment) testing of laid pipe as per direction of Engineer incharge complete in all respect.
155
1025
158968
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Constructing brick masonry circular type manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 Cement : 4 C. Sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 Cement : 3 C. Sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.) and making necessary channel in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.) finished with a floating coat of neat cement all complete as per standard design. 2.30 m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS:12592, total weight of cover and frame to be not less than 182 Kg., fixed in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) i/c centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-18, I.No.-19.13.1/P-366)
10
45622
456226
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Extra depth for circuler type manhole 1.52 m internal dia (at bottom) beyond 2.30 m. with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-18, I.No.-19.14.1/P-366)
32.9
17620
579728.93
... More
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
383.47
208
79988.01
... More
Neat cement punning. (DSR-18, I.No.-13.18/P-229)
383.47
46
17704.81
... More
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 23x25 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 manufactrue's permanent identification mark to be visible even after fixing i/c fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg.20 mm n.s.) complete as per design. (DSR-18, I.No.-19.16/P-366)
40
377
15110
... More
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 :
For pipes 250 to 300 mm Diameter
4
549
2198.68
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m.
2416.04
109
265136.23
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Dismantling & repairing of drains/culvert for crossing sewer line up to 300mm dia i/c wall, chanels etc. and making the same size including brick work 1:4 (1 Cement : 4 C. Sand) brick of class designation 100 with neat cement punning & cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) etc. taking 40% old bricks available at site (Approx qty. 1.17 Cum Brick Work) i/c disposal of unserviceable material within 50 m. Lead. (This rate only for Plot Sewer Connection not for sewer development work)
2
6691
13382
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Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, i/c loading, transporting, unloading to approved municipal dumping ground or as approved by E/I, beyond 50 m initial lead, for all leads i/c all lifts involved. (DSR-18, I.No.-15.60/P-263)
275.4
142
39175.65
... More
Hiring of portable Re-cycle Jetting cum suction machine mounted on Mahindra Bolero Maxi with Hydraulically Operated Manhole Desilter up to a depth of 15 meters along with Rodding Machine & GPS for vehicle tracking with driver for the area of NOIDA. as directed by Engineer in Charge for 8.5 Hours per day overtime will be paid on pro-rata basis pressure 3000 PSI (min.) with 15 meters suction head and jetting water capacity of 1500 liters. (All inclusive of C.N.G. and Diesel rates & Government Taxes) (For Estimate Only)
15
3732
55980
... More
Hiring of Diesel Engine (Including cst of Diesel, Lubricant & Operator)
22
250
5500
... More
Hire charge of Mobile crane
15
3124
46873.5
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