Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Education And Training Services
Eprocure
Opening Date7 Sep 2020
Closing Date30 Sep 2020
Tender Amount₹ 21,68,27,426
Costs
EMD
₹ 31,69,000Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_YEIDA_505138_26Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2020/408 DT-21/08/2020Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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All leads
38331.43
-
239.15
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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-2018/16.2/P-271)
21881.94
-
18.2
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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 22.5 cm 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 with lead upto 50 metres. (DSR-2018/16.1/P-271)
4380
-
156.75
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Consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm 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 with lead upto 50 metres. (DSR-2018/16.1/AR)
39529.06
-
2.75
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Supplying and stacking at site.
-
-
-
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90 mm to 45 mm size stone aggregate (DSR-2018/16.3.1/P-271)
5465.02
-
1840.05
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63 mm to 45 mm size stone aggregate (DSR-2018/16.3.2/P-271)
13264.65
-
1535.65
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53 mm to 22.4 mm size stone aggregate (DSR-2018/16.3.3/P-271)
3881.8
-
1749.75
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Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity 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-2018/16.4/P-271)
22611.47
-
767.25
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Supplying and stacking at site. Moorum (DSR-2018/16.3.10/P-271)
4522.29
-
807.8
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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-2018/16.7.1/P-271)
11755
-
167.8
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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./YEIDA)
-
-
-
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Case-II: 13mm nominal chipping size
41965.35
-
58.1
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Providing and applying tack coat on the prepared surface with bitumen Medium setting emulsion in boiler and spraying the emulsion with spray set fitted on bitumen boiler including cleaning, preparing the existing road surface as per specifications (MORTH-503(b)/AR/YEIDA)
-
-
-
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On granular base such as WBM and WMM surface with 2.00Kg of bitumen for 10Sqm
41965.35
-
7.66
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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. (MORTH/512/A.R./YEIDA)
-
-
-
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25mm compacted thickness with bitumen penetration of CRMB-55
41965.35
-
188
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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./YEIDA))
-
-
-
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250mm dia NP-3 pipe
415.99
-
612.25
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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 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), including 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 :
-
-
-
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With bricks of class designation-150 (DSR-2018/18.36.1/P-331-339)
52
-
8856.7
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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. (DSR-2018/16.62/P-282-283)
2323.3
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607.3
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Part-B:- Sewerage
-
-
-
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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./YEIDA)
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
17709.7
-
279.7
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Depth from 1.5 to 3.0 M below G.L.
7437.9
-
348
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Depth from 3.0 to 4.5 M below G.L.
2268.52
-
435.4
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Depth from 4.5 to 6.0 M below G.L.
132.95
-
503.25
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Extra 20% for under subsoil condition
-
-
-
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Depth from 3.0 to 4.5 M below G.L.
1061.76
-
87.08
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Depth from 4.5 to 6.0 M below G.L.
121.84
-
100.65
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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 :
-
-
-
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150 mm dia R.C.C. pipe (DSR-2018/19.6.2/P-363)
392
-
462.6
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250 mm dia R.C.C. pipe (DSR-2018/19.6.3/P-363)
6429.09
-
754.45
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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./YEIDA))
-
-
-
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250mm dia NP-3 pipe
217.19
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612.25
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300 mm dia NP-3 pipe
615.56
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829.7
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350 mm dia NP-3 pipe
66.96
-
1539.35
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Extra 20% for pipe laying (Labour only)
-
-
-
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300 mm dia NP-3 pipe
615.56
-
50.6
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350 mm dia NP-3 pipe
66.96
-
84.1
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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-2 pipe of following diameter including centring shuttering but excluding excavation. (AR/YEIDA)
-
-
-
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150mm dia NP-2 concrete cradle
346.92
-
322.65
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250mm dia NP-2 concrete cradle
6135.15
-
396.18
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Providing and laying in position cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) in concrete cradle under NP-3 pipe of following diameter including centring shuttering but excluding excavation. (AR/YEIDA)
-
-
-
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250mm dia NP-3 concrete cradle
205.46
-
402.55
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Supplying and stacking at site.
-
-
-
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90 mm to 45 mm size stone aggregate (DSR-2018/16.3.1/P-271)
49.86
-
1840.05
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Extra 20% for under subsoil condition
49.86
-
368.01
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
-
-
-
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). (DSR-2018/5.1.2/P-95)
29.87
-
7718.25
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Extra 20% for under subsoil condition
29.87
-
1543.65
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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 (zone-III) : 4 graded stone aggregate 20 mm nominal size). (DSR-2018/4.1.3/P-86)
22.67
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6788.6
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Extra 20% for under subsoil condition
22.67
-
1357.72
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete. (DSR-2018/5.9.1/P-96)
230.09
-
284.85
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Extra 20% for under subsoil condition
230.09
-
56.97
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DSR-2018/5.22.6/P-98)
937.92
-
83.5
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Extra 20% for under subsoil condition
937.92
-
16.7
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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/YEIDA)
19715.96
-
138.5
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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 :
-
-
-
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0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming 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) :
-
-
-
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With bricks of class designation-150 (DSR-2018/19.9.1.1/P-364-365)
118
-
11038.1
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Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91m to 1.67m: With bricks of class designation-150 (DSR-2018/19.10.1/P-365)
55
-
6448.4
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Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m 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 (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 :
-
-
-
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1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming 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 12 mm thick cement plaster at the external surface shall be paid for separately) :
-
-
-
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With bricks of class designation-150 (DSR-2018/19.11.1.1/P-365)
59
-
21235.65
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Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m: With bricks of class designation-150 (DSR-2018/19.12.1/P-365)
17.77
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8368.4
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Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m 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 (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 :
-
-
-
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2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming 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 12 mm thick cement plaster at the external surface shall be paid for separately) :
-
-
-
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With bricks of class designation-150 (DSR-2018/19.13.1.1/P-365-366)
68
-
45459.15
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Extra depth for circular type manhole 1.52m internal dia (at bottom) beyond 2.30m: With bricks of class designation-150 (DSR-2018/19.14.1/P-366)
43.05
-
19514.3
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Construction of composite section (Brick masonry and RCC core) conical manhole 1.50m internal dia at bottom and 0.56m dia at top and 4.50m deep in or under sub soil water. Brick masonry with class designation-150 bricks in cement mortar 1:4 (1 cement : 4 coarse sand) and RCC core in cement concrete proportion 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size)
-
-
-
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foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) over 100mm dry stone soiling of 40mm aggregate with 20% blinding material such as moorum etc. well consolidated with steel rammers necessary shuttering etc. Inside out side plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making cunit in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
-
-
-
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finished with a floating coat of neat cement including providing and embedding of 12mm poly propylene coated foot rest 300mm centre to centre and embedded in cement concrete (block 200 x 200 x 100mm) mix 1:2:4 including providing and fixing SFRC manhole cover and frame 560mm internal dia metre (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 shuttering complete including all excavations, back filling, bailing or pumping out of water and disposal of surplus earth with in 50m complete as per design & instruction of E/I (no extra payment shall be made on account of circular work) (AR/YEIDA)
24
-
158553.42
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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. (DSR-2018/19.16/P-366)
1228
-
463.05
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Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
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Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-2018/6.1.1/P-108)
2
-
6376.25
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Part-C:- Drain work
-
-
-
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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./YEIDA)
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
7117.99
-
279.7
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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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1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). (DSR-2018/4.1.8/P-86)
1034.63
-
5789.6
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Brick work with bricks of class designation 150 in foundation and plinth in:
-
-
-
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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-2018/6.1.2/P-108)
8.2
-
6157.45
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Foundations, footings, bases of columns, etc. for mass concrete. (DSR-2018/5.9.1/P-96)
2989.2
-
284.85
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR-2018/5.9.2/P-96)
37537.09
-
609.3
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
... More
Suspended floors, roofs, landings, balconies and access platform (DSR-2018/5.9.3/P-96)
182.7
-
693.05
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
... More
Edges of slabs and breaks in floors and walls. : Above 20 cms wide. (DSR-2018/5.9.16.2/P-96)
122.6
-
737.3
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. “(Note:- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
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All works upto plinth level. (DSR-2018/5.33.1/P-100)
4234.42
-
7997.3
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DSR-2018/5.22.6/P-98)
415502.46
-
83.5
... More
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-2018/13.4.2/P-228)
279.93
-
263.55
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