Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Eprocure
Opening Date16 Jul 2018
Closing Date27 Jul 2018
Tender Amount₹ 1,72,14,512
Costs
EMD
₹ 3,45,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_YEIDA_224470_30Bid Award Id
ViewTender No
YEA/GM(PROJCT)/2018/121 DT-03/07/2018Tender 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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Depth from 0.0 to 1.5 M below G.L.
1092.89
56557
51.75
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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)
57.93
4588
79.2
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Carriage/disposal of earth/material by mechanical transport including loading, unloading and stacking. (AR/GNIDA). Earth:
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-
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Lead upto 1.0 Km.
2860.7
201536
70.45
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Providing and laying in position ready mixed plain cement concrete, using fly ash and cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 the Engineer-in-charge.sand and aggregate derived from natural sources.
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Note : (1) Excess/less cement used than specified in this item is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement is to be ensured in accordance with clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC."
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-
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All works upto plinth level: M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) (DSR-16/4.19.1.2/P-91)
115.65
685521
5927.55
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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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-
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1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size). (DSR-16/4.1.8/P-88)
32.28
144554
4478.15
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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-16/5.33.1/P-102)
469.03
3023578
6446.45
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All works above plinth level upto floor V level. (DSR-16/5.33.2/P-102)
318.06
2305950
7250.05
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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR-16/4.12/P-90)
5352.22
256638
47.95
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
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-
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Foundations, footings, bases of columns, etc. for mass concrete. (DSR-16/5.9.1/P-98)
34.04
6602
193.95
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Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR-16/5.9.6/P-98)
276.43
129327
467.85
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. (DSR-16/5.9.2/P-98)
1729.95
654959
378.6
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Suspended floors, roofs, landings, balconies and access platform (DSR-16/5.9.3/P-98)
1027.46
433896
422.3
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Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-16/5.9.5/P-98)
321.68
110304
342.9
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Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DSR-16/5.9.16.1/P-98)
135.2
16521
122.2
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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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-
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Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DSR-16/5.22.6/P-100)
88027.19
4982338
56.6
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Brick work with bricks of class designation 150 in superstructure above plinth level upto floor V level in all shapes and sizes in:
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-
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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-16/6.4.2/P-111)
57.56
321348
5582.85
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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR-16/10.1/P-182)
2032.72
118812
58.45
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
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-
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80x1.25mm M.S. laths with 1.25mm thick top cover. (DSR-16/10.6.1/P-182)
21.6
50027
2316.1
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Providing and fixing ball bearing for rolling shutters. (DSR-16/10.7/P-182)
4
1517
379.3
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Extra for providing mechanical device chain and crank operation for operating rolling shutters.
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-
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Exceeding 10.00 sqm and upto 16.80 sqm in the area. (DSR-16/10.8.1/P-182)
21.6
15639
724.05
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
-
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-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-16/10.25.2/P-185)
1232
105890
85.95
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Providing and laying D.I. specials of class K-12 suitable for mechanical jointing as per IS: 9523: (Tees, bends, collars, tapers, caps, etc.).
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-
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Upto 600mm dia (DSR-16/18.69.1/P-337)
6
97244
16207.45
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DSR-16/11.36/P-196)
735.38
547711
744.8
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Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (DSR-16/11.39/P-196)
1010.19
830830
822.45
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
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-
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25mm thick. (DSR-16/11.26.1/P-195)
123
142446
1158.1
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Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (DSR-16/11.27/P-195)
5.49
6797
1238.2
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Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete. (DSR-16/8.6/P-128)
123
28474
231.5
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
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-
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40 mm thick with 20 mm nominal size stone aggregate. (DSR-16/11.3.1/P-191)
202.8
73535
362.6
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Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
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-
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(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.
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(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.
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(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.
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(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm). (DSR 16/22.3/P-381)
1843.56
932657
505.9
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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:
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(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
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(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming 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 by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
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-
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(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.
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(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.
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(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 :
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-
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With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-16/22.7.1/P-382-383)
118.6
122709
1034.65
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (DSR-16/12.22/P-211)
4
750
187.6
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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
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-
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With float glass panes of 4.0 mm thickness. (DSR-16/21.3.1/P-375)
23.76
17618
741.5
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12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-16/13.4.2/P-227)
311.28
52372
168.25
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6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DSR-16/13.16.1/P-228)
123
17687
143.8
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer. (DSR-16/13.41.1/P-225)
434.28
40692
93.7
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. (DSR-16/13.62.1/P-233)
104.9
11780
112.3
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Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). (DSR-16/13.72/P-233)
309.66
180407
582.6
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Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :
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-
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15 mm wide and 15m deep groove. DSR-16/13.73.1/P-234)
619.32
21304
34.4
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Add labour cess @ 1% on all above items
17044071.76
170440
0.01
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