Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Eprocure
Opening Date14 Dec 2018
Closing Date27 Dec 2018
Tender Amount₹ 9,80,75,715
Costs
EMD
₹ 19,62,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_YEIDA_279776_30Bid Award Id
ViewTender No
YEA/GM(PROJCT)/2018/210 DT-03/12/2018Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Carriage of material by mechanical transport including loading,unloading and stacking. Lead upto 1.00km
15991.52
1126602
70.45
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. (DSR-16/16.1)
24937.2
2246841
90.1
Supplying and stacking at site.
-
-
-
90 mm to 45 mm size stone aggregate (DSR-13/16.3.1/P-262)
3114.03
4160499
1336.05
63 mm to 45 mm size stone aggregate (DSR-13/16.3.2/P-262)
4549.31
6593314
1449.3
53 mm to 22.4 mm size stone aggregate (DSR-13/16.3.3/P-262)
2327.42
3589463
1542.25
Supplying and stacking at site. Moorum (DSR-13/16.3.10/P-262)
1998.15
1285210
643.2
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. (DSR-13/16.4/P-262)
9990.76
4486850
449.1
SURFACE DRESSING 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)
-
-
-
Case-1: 13mm nominal chipping size
24244.5
1310415
54.05
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)
24244.5
235171
9.7
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.
-
-
-
(MORTH/512/A.R./GNIDA)
24244.5
4334916
178.8
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With bricks of class designation-150 (DSR-13/16.7.1/P-262)
6927
883885
127.6
Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe
-
-
-
250mm dia . (A.R./GNIDA)
467.57
217139
464.4
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-13/16.49/P-269)
34
62209
1829.7
Internal Drain work
-
-
-
earth work in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50m and leads upto 30m and including filling watering an dramming of excavated earth into trenches or Into space between the building an dthe sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30m from the foundation trenches (depth fro 0.00 to 1.50m)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
10154.05
1629217
160.45
Depth from 1.5 to 3.0 M below G.L.
107.42
21322
198.5
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)
1808.78
143255
79.2
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)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
1015.93
4549486
4478.15
Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.1.2/P-111)
4165.53
19793140
4751.65
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)
-
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). (DSR-16/4.1.3)
254.71
1396307
5481.95
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)
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). (DSR-13/5.1.2/P-97)
53.48
332396
6215.35
centering and shuttering including strutting,propping etc and removal of form work of:
-
-
-
DSR-2016/5.9.3/198
163.5
69046
422.3
20cm edge side DSR-5.9.6/P-188
483.05
59028
122.2
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
DSR-2016/5.22.6
10495.45
594042
56.6
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
-
-
-
DSR-2016/13.1.2
16744.66
2685006
160.35
Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
Lead upto 1.0 Km.
8030.65
565759
70.45
Internal Sewerage Work
-
-
-
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.
-
-
-
Depth from 0.0 to 1.5 M below G.L.
6382.19
1024022
160.45
Depth from 1.5 to 3.0 M below G.L.
5645.13
1120558
198.5
Depth from 3.0 to 4.5 M below G.L.
4611.52
1147115
248.75
Depth from 4.5 to 6.0 M below G.L.
1153.46
330466
286.5
Depth from 6.0 to 7.5 M below G.L.
136.71
51122
373.95
Extra rates for quantities of works, executed: In or under foul position, including pumping out water as required. (DSR-13/2.24.2/P-75)
-
-
-
Depth from 3.0 to 4.5 M below G.L.
(20% rate of item No. 23.04)
4611.52
229423
49.75
Depth from 4.5 to 6.0 M below G.L.
(20% rate of item No. 23.05)
1153.46
66093
57.3
Depth from 6.0 to 7.5 M below G.L. (20% rate of item No. 23.06)
136.71
10224
74.79
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)
-
-
-
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). (DSR-13/4.1.3/P-85)
357.13
1957768
5481.95
Centring and shuttering including strutting, propping etc. and removal of form work for:
-
-
-
Foundations, footings, bases for columns. (DSR-13/4.3.1/P-86)
1045.94
202860
193.95
RCC 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)
-
-
-
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). (DSR-13/5.1.2/P-96)
201.25
1250839
6215.35
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-13/5.9.1/P-97)
1090.81
211562
193.95
Extra for laying reinforced cement concrete in or under water and/or liquid mud, including cost of pumping or bailing out water and removing slush etc. complete. (DSR-13/4.15 and 5.31)
201.25
95493
474.5
Extra rate for shuttering work in or under water and/or liquid mud, including cost of pumping or bailing out water and removing slush etc. complete. (20% extra rate of Item No. 28)
Foundations, footings, bases of columns, etc. for mass concrete.
1090.81
42312
38.79
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Cold twisted bars.
6319.39
357677
56.6
Extra rate for reinforcement for RCC work in or under water and/or liquid mud, including cost of pumping or bailing out water and removing slush etc. complete. (20% extra rate on reinforcement) (As per clause of DSR-2012/Page-67)
6319.39
71535
11.32
Supply, stacking & laying of stone soiling (40mm nominal size) below reinforced cement concrete including packing with smaller stones and consolidating with steel rammer and including spreading & consolidating or binding material moorum etc. complete (Payment is made for quantity of stone only) (AR/GNIDA)
280.49
235050
838
Extra rates for quantities of work excavated in or under subsoil including pumping out of water as required. (20% extra rate on above item)
280.49
47010
167.6
RCC Class NP-2roviding and carting of following dia RCC hume pipe S&S NP-2 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (A.R./GNIDA)
-
-
-
250 mm dia NP-2 pipe BGL
2988.4
1440558
482.05
RCC Class NP-3 Providing and carting of following dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth below invert level of pipe. (A.R./GNIDA)
-
-
-
250mm dia NP-3 pipe
3116.6
1447349
464.4
RCC Class NP-3 Extra rates for laying below dia RCC hume pipe and/or liquid mud including cost of pumping under subsoil water (Rate of 20% extra subsoil)
-
-
-
250mm dia NP-3 pipe
3116.6
289469
92.88
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)
16136.11
1277979
79.2
disposal of surplus earth material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
Lead upto 1.0 Km.
1703.25
119993
70.45
Mainholes chamber with cover 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:
-
-
-
0.91m deep with S.F.R.C. 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):
-
-
-
With bricks of class designation-75 (DSR-13/19.9.1.1/P-352)
101
877058
8683.75
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m: With bricks of class designation-75 (DSR-13/19.10.1/P-352)
42.25
207523
4911.8
Constructing brick masonry circular type manhole 1.22m 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:
-
-
-
1.68m 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):
-
-
-
With bricks of class designation-75
70
1159256
16560.8
Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m: With bricks of class designation-75 (DSR-16/19.12.1/P-358)
20.82
132470
6362.65
Constructing brick masonry circular type manhole 1.52m 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:
-
-
-
2.30m 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):
-
-
-
With bricks of class designation-75 (DSR-13/19.13.1.1/P-358)
184
6509929
35380.05
Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30m: With bricks of class designation-75 (DSR-13/19.14.1/P-358)
144.46
2171024
15028.55
Construction of reinforced cement concrete manhole (as per drawing) cement concrete proportion 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), 100 mm dry stone soiling of 40mm aggregate with 20% binding material such as moorum etc. well consolidated with steel rammers, including necessary shuttering etc. complete inside and outside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) on brick masonry finished with a floating coat of neat cement and making cunet in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
-
-
-
finished with a floating coat of near cement including providing and embedding of 12mm polypropylene coated footrest 300mm centre to centre and embedded in cement concrete (block 200x200x100mm) mix 1:2:4 including providing and fixing SFRC mannhoe cover and frame 560mm internal diameter (heavy duty) conforming to IS: 12592 with marking SEWER YEIDA total weight of cover and frame to be not less than 182 Kg fixed in cement concrete 1:2:4 including centring and shutterinh complete including all excavations, back filling, bailing or pumping out off water and disposal of surplus earth with in 5m complete as per design & instruction of E/I (no extra payment shall be made on account of circular work)
-
-
-
1500mm internal dia circular manhole 6.00m depth (AR)
6
967965
161327.56
Addition or subtraction due to variation in shaft length for following size of MH (as per unit estimate 1500mm dia x 9000mm depth)(THIS AMOUNT HAS BEEN MINUS ADJUSTED IN THE TOTAL BOQ AMOUNT BECAUSE SYSTEM NOT ACCEPTING THE MINUS SIGN )
19.86
320676
16146.86
FOOT REST 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-13/19.16/P-359)
2368
776467
327.9
House connection chamber & crossing works
-
-
-
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)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
750.75
120457
160.45
PLAN CEMENT CONCRETE 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)
-
-
-
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-88)
63.7
285258
4478.15
Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete. (DSR-16/4.3.1)
364
70597
193.95
House connecting chamber:
-
-
-
constructing house conection chamber inside dimension 450X450 mm and 0.6mm deep for pipe line with one or two line
-
-
-
with FPS bricks
182
869477
4777.35
NP-3 CLASS PIPE
-
-
-
Providing and carting of 150mm dia RCC hume pipe S&S NP-3 class & specials in site of work lowering the same into trenches in depth upto 1.50m below G.L. true to alignment jointing with 1:2 cement mortar in coarse sand including excavation of earth b
1820
578578
317.9
Internal Water supply work
-
-
-
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)
-
-
-
110mm dia PVC pipe (6kgf/Sqcm)
8791.93
2576475
293.05
140mm dia PVC pipe (6kgf/Sqcm)
17.58
8162
464.3
160mm dia PVC pipe (6kgf/Sqcm)
285.54
170381
596.7
200mm dia PVC pipe (6kgf/Sqcm)
665.26
610808
918.15
providing and laying S&S centifufally cast (spun)/ ductile iron pipe confirming to IS: 8329 : 250mm dia ductile iron class K-7 pipes DSR-16-18.72.4
434.45
1090187
2509.35
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)
-
-
-
Depth from 0.0 to 1.5 M below G.L.
4205.34
674746
160.45
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)
4205.34
333062
79.2
disposal of surplus earth material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
-
-
-
Lead upto 1.0 Km.
420.53
29626
70.45
supply and fixing sluice valve (kirloskar or equivalent make ) including cartage of materials and labour Y&P etc complete.
-
-
-
100 mm diameter. (DSR-16/18.31.1.2/P-330)
1
3689
3689.75
150 mm diameter. (DSR-16/18.31.1.2/P-330)
1
5387
5387.2
200 mm diameter. (DSR-16/18.31.1.2/P-330)
1
11316
11316.05
S&F of scour valves including cartages of materials and labour T&P etc complete
-
-
-
100mm dia DSR-2016/18.31.1.2
1
3689
3689.75
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 350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design.
-
-
-
With bricks of class designation-150 (DSR-13/18.36.1/P-325)
3
19589
6529.7
P&L langed CI standard special such as (tees,bend,collers,tappers,caps etc) suitable for flanged jointing as per IS 1538 supply to MS,DI,CI special such as (bends,gaps,pieces,tapers,tees etc) 10% of item no. 55.01
1090187.11
109018
0.1
Add labour cess @ 1% on all above items
97104669.19
971046
0.01
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