Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date28 Jun 2024
Closing Date22 Jul 2024
Tender Amount₹ 2,84,99,845
Costs
EMD
₹ 5,70,000Document Cost
₹ 4,620Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_YEIDA_933671_2Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2024/913 DT-27/06/2024Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Painting with synthetic enemel paint of approved brand and manufacture to give an even shade:Two or more coats on new work.UP PWD SOR 2020/13.61.1
2062.05
159087
77.15
Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020))
207
54362
262.62
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DAR/18.48/Based on UPPWD/SOR-2020))
10000
76500
7.65
Providing & Fixing 20mm to 25mm CPVC pipe dia nominal bore for lowering of pump set including all material labour t&p etc 25mm nominal inner dia pipes (DAR/18.8.3/Based on UPPWD/SOR-2020) Supply From Summer to Tank & Supply FromTank to Handwash
1710
684171
400.1
RCC work with cement approved coarse sand & 2cm gauge approved stone grit in proportion of 1:1.5:3 in lintel of door & windows excluding supply of reinforcement & its bending but including its fixing and binding necessary centering & shuttering etc and supply of all materials labour tools & plants etc
52.92
409759
7743
Centering & shuttering including strutting propping etc suspended floors roofs landing balconies and access platform
245.2
94733
386.35
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020))
6555.81
605429
92.35
M-150 brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305)
330.56
1636272
4950
M-150 brick work in 1:4 cement and Coarse sand mortar in Super Structure above plinth level upto Floor V Level In all Shapes and Sizes. including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305)
718.18
3756081
5230
12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020))
5186.45
854726
164.8
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 25 mm nominal bore (DAR/18.17.1/Based on UPPWD/SOR-2020)
40
17264
431.6
Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17
16.14
93934
5820
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 .(MORTH/A.R./YEIDA/Based on UPPWD/SOR-2020)) (Machine Can't Reach)
494.23
46951
95
Supplying and laying Good earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonnes roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, all leads as per ( MOST / A.R. /YEIDA ) For all kind of soil.
3263.4
710768
217.8
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Morth-401
426.45
1773243
4158.15
Providing and laying 60mm thick I.S.I Mark factory made cement concrete interlocking paver block made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with fine sand and etc. all complete as per the direction of engineer in charge . with conforming to IS-15658 and IRC:SP:63. (AR)
5138
3410604
663.8
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm diameter (DAR/12.41.2/Based on UPPWD/SOR-2020))
1800
406440
225.8
Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing cistern, including flush pipe, with manually controlleddevice (handle lever) conforming to IS : 7231, with all fittings andfixtures complete, including cutting and making good the walls andfloors wherever requiredWhite Vitreous china Orissa pattern W.C. pan of size
580x440 mm with integral type foot rests(DSR/18/17.1.1/Based on UPPWD/SOR-2020
40
148330
3708.25
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White vitreous China wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps. (DAR/17.7.1/Based on UPPWD/SOR-2020))
40
89458
2236.45
Structural Steel work riverted bolted or welded in bulit up section trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete UPPWD SOR
478.8
48406
101.1
Providing and fixing ISI flush door shutters conforming to IS:2022 (Part-1) non decorative type,core of block board construction with frame of 1st class hard wood and well matched commercial 3ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:30mm thick including ISI marked stainless steel butthinges with necessary screws (DAR/9.21.2/Based on UPPWD/SOR-2020)
369.6
527345
1426.8
Providing and Fixing white viterous china flat back or wall corner typr lipped front urinal basin of 430x260x350 mm and 340x410x265 mm size respectively with automatic flushing
80
52000
650
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. (DAR/17.31/Based on UPPWD/SOR-2020))
40
35860
896.5
Providing & Fixing Vertical grab rail as approved quality as per direction of E/I rate and language based on CWSN Toilet
40
7398
184.95
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations Applying a slurry coat of neat cement using 2.75 kg/sqm ofcement admixed with water proofing compound conforming to
IS. 2645 and approved by Engineer-in-charge over the RCCslab including adjoining walls upto 300 mm height including
cleaning the surface before treatment.
(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement
: 5 coarse sand) admixed with water proofing compoundconforming to IS : 2645 and approved by Engineer-in-charge
over 20 mm thick layer of cement mortar of mix 1:5 (1 cement:5 coarse sand ) admixed with water proofing compound
conforming to IS : 2645 and approved byEngineer-in-charge torequired slope and treating similarly the adjoining walls upto
300 mm height including rounding of junctions of walls and
slabs.
(c) After two days of proper curing applying a second coat of cement
slurry using 2.75 kg/ sqm of cement admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin-
charge.
(d) Finishing the surface with 20 mm thick jointless cement mortar
of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing
compound conforming to IS : 2645 and approved by Engineerin-
charge including laying glass fibre cloth of approved quality
in top layer of plaster and finally finishing the surface with trowel
with neat cement slurry and making pattern of 300x300 mm
square 3 mm deep.
(e) The whole terrace so finished shall be flooded with water for a
minimum period of two weeks for curing and for final test.“All
above operations to be done in order and as directed and
specified by the Engineer-in-Charge :
22.7.1 With average thickness of 120 mm and minimum
thickness at khurra as 65 mm.
4259.05
4549304
1068.15
Lettering with black japan paint of approved brand and manufacture DAR/13.71/Based on UPPWD/SOR-2020)
157501
708754
4.5
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