Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Eprocure
Opening Date13 Dec 2018
Closing Date7 Jan 2019
Tender Amount₹ 14,62,80,490
Costs
EMD
₹ 24,63,000Document 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
2018_YEIDA_281347_4Bid Award Id
ViewTender No
YEA/GM(PROJCT)/2018/212 DT-06/12/2018Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking.
-
-
-
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(AR/GNIDA).
23255.59
1638356
70.45
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Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). (DSR-16/16.2/P-262)
-
-
-
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(DSR-16/16.2/P-262)
24582.7
263034
10.7
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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres.
-
-
-
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(DSR-16/16.1/P-262)
97967.7
8826889
90.1
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Supplying and stacking at site.
-
-
-
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90 mm to 45 mm size stone aggregate (DSR-16/16.3.1/P-262)
5675.21
7582364
1336.05
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63 mm to 45 mm size stone aggregate (DSR-16/16.3.2/P-262)
5064.98
7340675
1449.3
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53 mm to 22.4 mm size stone aggregate (DSR-16/16.3.3/P-262)
4138.59
6382740
1542.25
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Supplying and stacking at site. Moorum (DSR-16/16.3.10/P-262)
827.72
532389
643.2
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brick edging in full brick width and half brick depth including excavation,refilling and disposal of surplus earth lead upto 50meteres. With F.P.S bricks of classs designation 750
-
-
-
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DSR-16/16.7.1/265
15560
1985456
127.6
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Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate watering and compacting to the required density.
-
-
-
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(DSR-13/16.4/P-262)
14878.78
6682060
449.1
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder 80/100 @ 1.20 Kg. laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. (MORTH-510/A.R./GNIDA)
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-
-
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Case-1: 13mm nominal chipping size
9107
620186
68.1
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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion - On W.B.M./W.M.M. @ 0.4Kg/sqm (DSR-13/16.31.1.1/P-265)
44741.5
436229
9.75
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Providing, laying & rolling of close graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.09mm (Type-a) or 13.20mm to 0.09mm (Type-b) aggregates using penetration grade bitumen CRMB-55 to the required line grade and level to same as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.
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-
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MORTH-512
44741.5
7999332
178.79
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providing and carting of following dia RCC humepipe S&S NP3 250mm dia A.R
1125.19
522583
464.44
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Making bell mouth opening/ entrance of size 100x50x50cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. (DSR-16/16.49/P-269)
140
256158
1829.7
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Drain work
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-
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
25714.91
4125957
160.45
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Depth from 1.5 to 3.0 M below G.L.
1265.13
251381
198.7
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. (AR/GNIDA)
6567.2
520122
79.2
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
2385.08
10680746
4478.15
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brick work with FPS bricks of class designation75 in foundation and plinth in;
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-
-
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1:6 cement mortar (1 cement : 6 coarse sand)
9728.74
46227567
4751.65
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (DSR-16/4.1.3/P-85)
346.54
1899714
5481.95
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). (DSR-13/5.1.2/P-96)
1127.56
7008180
6215.35
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Centring and shuttering including strutting, propping etc. and removal of form for:
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-
-
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Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
451.15
87500
193.95
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Wall (any thickness) including attached pilasters, buttresses, plinth and string courses etc. (DSR-13/5.9.2/P-97)
6243.27
2363702
378.6
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Suspended floors, roofs, landings, balconies and access platform. (DSR-13/5.9.3/P-97)
116
48986
422.3
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reinforcement for R.C.C work including straightening,cutting,bending,placing in position and binding all complete DSR-16/5.22.6/100
52586.46
2976393
56.6
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12mm cement plaster of mix : 1;6 cement mortar (1 cement : 6 coarse sand) DSR-16/13.4.2/227
21016.44
3536016
168.25
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disposal of surplus earth by mechanical mean including loading and unloading.(AR/GNIDA). Earth:
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-
-
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Lead upto 1.0 Km.
20000
1409000
70.45
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Water supply work
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-
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Providing, laying and jointing & testing of SI marked PVC pipe (Finolex, Kissan, Supreme or equivalent make- ring fit as per IS: 4985: 2000) of following dia 6kg/Sqcm. including all specials & fitting etc. as required for proper completion of work. (The contractor has to arrange the source of water and require head for testing). (Analysed rate)
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-
-
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110mm dia PVC pipe (6kgf/Sqcm)
11086
3248752
293.05
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Providing and laying S&S Centrifugally Cast (Spun)/Ductile Iron Pipes conforming to IS: 8329:
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-
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250 mm dia Ductile Iron Class K-7 pipes (DSR-13/18.72.4/P-331)
185
464229
2509.35
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
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-
-
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Depth from 0.0 to 1.5 M below G.L.
4208.02
675176
160.45
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. (AR/GNIDA)
3770.05
298587
79.2
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Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately):
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-
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100 mm dia (DSR-13/18.59.1/P-330)
12
44277
3689.75
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250 mm dia (DSR-13/18.59.1/P-330)
4
73035
18258.85
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Constructing masonry chamber 60x60x75 cm,inside in brick work in cement mortar 1:4(1 cement : 4 coarse sand) for fire hydrants,with C.I surface box 350x350mm top and 165mm deep ( inside ) with chained lid and RCC top slab 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c nececssary excavation,foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick,finished with a floating coat of neat cement, all complete as per standard design:
3
19589
6529.7
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providing and laying D.I specials of class K-12 suitable for push-on jointing as per IS:9523 : DSR-16/18.68.1 10% of Item-23.01
464229.75
46422
0.1
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Sewar work
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-
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Earth work in excavation in ordinary soil in all type of foundation trenches including dressing of the side and ramming of bottom. Lifts upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. All kinds of soil. (MORTH/A.R./GNIDA)
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-
-
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Depth from 0.0 to 1.5 M below G.L.
20497.44
3288814
160.45
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Depth from 1.5 to 3.0 M below G.L.
563.9
112046
198.7
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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level: (Cast-in-Situ)
-
-
-
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (DSR-16/4.1.3/P-85)
6.44
34714
5390.45
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Centring and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
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Foundations, footings, bases for columns. (DSR-16/4.3.1/P-86)
65.5
12703
193.95
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Providing and laying non-pressure NP-2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar i proportion of 1:2 (1 cement : 2 fine sand ) including testing of joints etc. complete:
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-
-
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300mm dia R.C.C pipe DSR-16/19.6.4/335
194
100598
518.55
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. (AR/GNIDA)
20008.27
1584654
79.2
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Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, all complete as per standard design:
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-
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0.91m deep with SFRC cover and frame (heavy duty, HD-20 grade designation) 560mm internal dia meter conforming to IS 12592, total weight of cover and frame 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 centring, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):
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-
-
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With bricks of class designation-150 (DSR-13/19.11.1.1/P-352-357)
28
243145
8683.75
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m: With FPS bricks of class designation-150 (DSR-16/19.10.1/P-357)
87.02
427424
4911.8
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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 mm x 25mm 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 20mm nominal size) complete as per design.) (DSR-1619.16/P-359)
84
27543
327.9
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Add labour cess @ 1% on all above items
144832168.97
1448321
0.01
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