Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Eprocure
Opening Date18 Dec 2018
Closing Date31 Dec 2018
Tender Amount₹ 3,27,68,602
Costs
EMD
₹ 6,56,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_YEIDA_279776_31Bid 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
BOQ Items
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Carriage of rig machine T&P from truck (AR)
1200
37080
30.9
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Loading and unloading of T&P (AR)
30
51750
1725
... More
Transportation of Air Compressor & T&P
-
-
-
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Carriage of 600/350 PSI air compressor by breakdown service from Delhi to site work (AR)
400
21600
54
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Carriage of 600/350 PSI Air compressor & T&P (AR)
400
12360
30.9
... More
Loading and unloading of T&P (AR)
10
17250
1725
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Transportation of O.P. Unit & T&P
-
-
-
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Carriage of 3 cusec capacity O.P. unit by break down service etc. from Delhi to site work (AR)
400
21600
54
... More
Carriage of 3 cusec capacity O.P. unit T&P from Delhi to site work (AR)
400
12360
30.9
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Loading and unloading of T&P (AR)
10
17250
1725
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Transportation of Tubewell Assembly
-
-
-
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Carriage of tubewell assembly housing pipe, plain pipe, tubewell accessories etc. from Delhi to site of work (AR)
400
12360
30.9
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Loading and unloading of Tubewell assembly i.e. heavy loads (AR)
20
34500
1725
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Drilling:
-
-
-
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Drilling of pilot bore by 200/250 mm dia R.R. bit upto required depth 240 MBGL & remaining of bore of size 675 mm dia upto 65 MBGL & 500 mm dia from 65 MBGL with RR bit & dismantling of rig machine
-
-
-
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Levelling and dressing at site (AR)
5
81200
16240
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Installation of rig machine (AR)
5
42750
8550
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Digging of 15x7x1 Cum size pit for water & mud circulation for drill (AR)
525
52605
100.2
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Water arrangement for drilling of bore hole upto lowering & completion of tubewell work (AR)
5
100000
20000
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Drilling of 675 mm dia bore GL to 65 mm BGL (AR)
325
567450
1746
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Drilling of 550 mm dia bore 65 to 80 mm BGL (AR)
75
111138
1481.85
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Drilling of 550 mm dia bore 80 to 120 mm BGL (AR)
200
317180
1585.9
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Drilling of 550 mm dia bore 120 to 160 mm BGL (AR)
200
341700
1708.5
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Drilling of 550 mm dia bore 160 to 200mm BGL (AR)
200
364000
1820
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Drilling of 550 mm dia bore 200 to 240 mm BGL (AR)
200
364000
1820
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Electric logging of pilot bore with resistivity survey (AR)
5
90000
18000
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Lowering of tubewell assembly
-
-
-
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Lowering of 350x200mm dia MSERW tubewell assembly pipe upto 280 MBGL including filling of pea-gravel in between the annular space of pipe & bore. (AR)
-
-
-
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350mm dia housing pipe upto 0-55 M
275
82142
298.7
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300mm dia pipe 55-80M
125
33412
267.3
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300mm dia pipe 80-120M
200
60920
304.6
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300mm dia pipe 120-160 M
200
69070
345.35
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300mm dia pipe 160-200 M
200
79260
396.3
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300mm dia pipe 200-220 M
100
39630
396.3
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Tubewell Assembly
-
-
-
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350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR)
275
1059300
3852
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300 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR)
585
2034337
3477.5
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305/315.5 mm dia ID/OD SS-304 grade Johnson stainless steel screen 7mm thick having 0.75mm width slots (AR)
240
10310979
42962.42
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350x300 mm M.S. reducers/with 12mm thick MS plate (AR)
5
31404
6280.9
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350mm dia well cap with 12mm thick MS plate (AR)
5
11609
2321.9
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350 mm dia H/T socket with 12mm thick MS plate (AR)
5
10111
2022.3
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350mm dia M.S. ring with 12mm thick MS plate (AR)
50
132145
2642.9
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350mm dia M.S. ;clamp with 12mm thick MS plate (AR)
5
34668
6933.6
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300mm dia M.S. ring with 12mm thick MS plate (AR)
225
520020
2311.2
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300mm dia bail plug with 12mm thick MS plate (AR)
5
13910
2782
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300mm dia centre guide with 12mm thick MS plate (AR)
60
54570
909.5
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350mm dia M.S. half thread nipple (AR)
5
18832
3766.4
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Girder for tubewell assembly support 300mm x 150mm (AR)
5
101650
20330
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Pea Gravel
-
-
-
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1.6 mm to 4.8 mm Lal-Qua/ Chandigarh pea gravel screened and washed with stacking (AR)
450
1653750
3675
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Development of tubewell assembly by 600/350 PSI air Compressor
-
-
-
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Erection of 600 PSI air compressor & camp equipage (AR)
5
56600
11320
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Development of T/W by 600 PSI air compressor (AR)
500
1401050
2802.1
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After completion of work dismantling of compressor with T&P (AR)
5
28300
5660
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Development of tubewell by 3 cusec O.P. unit
-
-
-
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Erection of O.P. & camp equipage (AR)
5
96200
19240
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Development of tubewell (AR)
600
571980
953.3
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After completion of work dismantling of O.P. Unit (AR)
5
48100
9620
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Yield test of tubewell by O.P. unit & testing of water for chemical & bacteriological test (AR)
5
25000
5000
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Part-B Submersible Pump Plant (5 Nos)
-
-
-
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Pumping plant
-
-
-
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K.S.B. make submersible pump set, capacity 1500 Lmp at 54m delivery head (AR)
5
617167
123433.5
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Cost of dust and vermin proof cubical panel board including all necessary arrangement and power wiring and double earthing material as per T&P including submersible pump, controller (MU-G50 FASD) with mobile starter and incomer MCCB 100 Amp motor duty type (AR)
5
852000
170400
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Main piping & valve for tubewell
-
-
-
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Under this the following items will be supplied:
27 Mtr. 150mmk MSERW 8mm thick double flanged column pipe in 3 Mtrs length
1 No 150 mm C.I.D.F. bend
1 No 150mmk C.I.D.F. reflex valve (Kirloskar/IVC make)
2 Nos 150mmk C.I.D.F. reflex valve (Kirloskar/IVC make)
1 No 150 mm C.I.AF Tee
1 pair column pipe clamp
1 Set rubber packing & necessary nut bolts
2 Nos 150mm M.S.D.F. pipe in length of 1.5M
1 No 150mm M.S.D.F. pipe in length of 1.0 M (AR)
5
903652
180730.5
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Indf make 3 tones capacity 4.5 lift chain pulley block (AR)
5
151762
30352.5
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Rubber resistance sheet size 1m x 2m x 25mm thick (AR)
5
23962
4792.5
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Chlorination plant electronic with all accessories
5
194362
38872.5
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Providing and fixing of 200 Amp Tpic switches fuse unit with HRC fuses with board in place of rewirable kit kat (AR)
5
51652
10330.5
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Providing and fixing of following:
-
-
-
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Supplying and laying of (2x10 Sqm x 3 core) flat cable (AR)
225
93453
415.35
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Earth material complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect. (AR)
5
55380
11076
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Painting of pumping plant & other accessories (AR)
5
15975
3195
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Erection of plant (AR)
5
100000
20000
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Testing of pumping plant (AR)
5
25000
5000
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Commissioning of pumping plant (AR)
5
30000
6000
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Part-C Pump House: (5 Nos)
-
-
-
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Earth work in excavation in ordinary soil in all 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.
174.8
17514
100.2
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Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-13/2.27/P-75)
12.5
10545
843.65
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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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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). (DSR-13/4.1.8/P-85)
13.45
52732
3920.65
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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-13/6.1.2/P-111)
72.15
335244
4646.5
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) (DSR-13/4.10/P-87)
25.5
5625
220.6
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Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg. per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (DSR-13/4.13/P-87)
25.5
2773
108.75
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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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Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-13/6.4.2/P-111)
75.9
404175
5325.1
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Half brick masonry 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-13/6.12.2/P-112)
52.6
30229
574.7
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Centring and shuttering including strutting, propping etc. and removal of form for:
-
-
-
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Suspended floors, roofs, landings, balconies and access platform. (DSR-13/5.9.3/P-97)
127.25
47311
371.8
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Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-13/5.9.5/P-97)
22.85
7078
309.8
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Providing and laying in position machine batched, 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 centring, shuttering, finishing and reinforcement, including admixtures in recommended proportion as per IS : 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.
-
-
-
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(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 above plinth level upto floor V level. (DSR-13/5.33.2/P-101)
22.4
142307
6353
... 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/Cold twisted bars. (DSR-13/5.22.6/P-99)
2637.6
175400
66.5
... More
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/top/centre hung, with beading and all members such as F7D, F4B, K11B and K12B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).
-
-
-
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Fixing with 15x3mm lugs 10cm long embedded in cement concrete block 15x10x10cm of C.C. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). (DSR-13/10.11.1/P-178)
154.95
16285
105.1
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
-
-
-
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Using M.S. angles 40x40x6 mm for diagonal braces. (DSR-13/10.5.1/P-177)
23.1
67960
2942
... More
15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.5.2/P-222)
376.9
62094
164.75
... More
6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DSR-13/13.16.1/P-223)
138.5
16668
120.35
... More
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.
-
-
-
... More
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR-13/10.25.2/P-180)
762
65913
86.5
... More
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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40mm thick with 20mm nominal size stone aggregate (DSR-13/11.3.1/P-186)
125
39600
316.8
... More
Cement plaster skirting upto 30 cm height, with cement mortar 1:3 (1 cement, : 3 coarse sand), finished with a floating coat of neat cement.
-
-
-
... More
18mm thick. (DSR-13/11.6.1/P-186)
12.65
3784
299.2
... More
Providing and fixing glass strips in joints of terrazo/cement concrete floors. 40mm wide and 4 mm thick (DSR-13/11.13.1/P-188)
130
4394
33.8
... More
Providing and laying integral cement based waterproofing 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 2.75Kg/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 300mm height including cleaning the surface before treatment.
-
-
-
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(b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm 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 20mm 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 300mm height including rounding of junctions of walls and slabs.
-
-
-
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(c) After two days of proper curing applying a second coat of cement slurry using 2.75Kg/Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.
-
-
-
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(d) Finishing the surface with 20mm 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 Engineer-in-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 300x300mm square 3mm 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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With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-13/22.7.1/P-380-381)
145.9
128771
882.6
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Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1m x 1m x 400 micron, finished with 12mm 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-13/12.22/P-206)
10
1674
167.45
... More
White washing with lime to give an even shade: New work (three or more coats) (DSR-13/13.37.1/P-225)
515.4
7395
14.35
... More
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-13/13.4.2/P-222)
373.55
53137
142.25
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. (DSR-13/13.61.1/P-227)
373.55
23552
63.05
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. (DSR-13/4.17/P-88)
55.7
21107
378.95
... More
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 10mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
... More
110mm diameter (DSR-13/12.41.2/P-209)
32.5
7104
218.6
... More
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised rigid PVC rain water pipes conforming to IS : 13592 type A, including jointing with seal ring conforming to IS: 5382, leaving 10mm gap for thermal expansion.
-
-
-
... More
Bend 87.50 : 110 mm bend (DSR-13/12.42.5.2/P-209)
10
1602
160.25
... More
Providing and fixing M.S. holder-bat clamps of approved design to sand cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), including cost of cutting holes and making good the walls etc.:
-
-
-
... More
For 100mm dia pipe (DSR-13/17.37.1/P-292)
20
2813
140.65
... More
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm 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 depression as per MORTH. (A.R./GNIDA) All kinds of soil.
-
-
-
... More
Lead upto 5.0Km
87
10222
117.5
... More
Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar, including filling joints with Jamuna sand, with M-150 bricks. (DSR-13/11.2/P-186)
114.5
58211
508.4
... More
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 40mm thick compacted bed of fine sand, filling the joints with fine sand etc. all complete as per direction of Engineer-in-charge. (DSR-13/16.68/(AR/GNIDA)
290
161660
557.45
... More
Providing and fixing of MS Girder of size 275x75 mm for lifting tackle above the roof of pump house (AR)
20
60000
3000
... More
Part-D Raising main of Pump House
-
-
-
... More
Earth work in excavation in ordinary soil in all 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)
-
-
-
... More
Depth from 0.0 to 1.5 M below G.L.
1744.14
174762
100.2
... More
Providing and laying S&S Centrifugally Cast (Spun)/Ductile Iron Pipes conforming to IS: 8329:
-
-
-
... More
250 mm dia Ductile Iron Class K-9 pipes (DSR-13/18.72.18/P-331)
1735
4756676
2741.6
... More
Providing and laying D.I. special of clan suitable for mechanical joint as per IS 9523 (AR)
(10% of Item No. 2)
(4756676.00 x 10%) = Rs. 475667.60
1
475667
475667.6
... More
Providing push-on-joints to centrifugally (spun) cast iron pipes or Dductile iron pipes including testing of joints and the cost of rubber gasket:
-
-
-
... More
250 mm dia pipes (DSR-13/18.70.4/P-330)
247
41718
168.9
... More
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)
-
-
-
... More
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). (DSR-13/5.1.2/P-96)
1.73
9605
5552.25
... 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/Cold twisted bars. (DSR-13/5.22.6/P-99)
203.47
13530
66.5
... More
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):
-
-
-
... More
50 mm dia (DSR-13/18.59.1/P-329)
5
23866
4773.3
... More
Supply and fixing C.I. sluice valve Kirloskar or I.V.C. make of 10 bar rating including all taxes
-
-
-
... More
250 mm dia
5
281090
56218
... More
Supply and fixing C.I. Non-return valve Kirloskar or I.V.C. make of 10 bar rating including all taxes.
-
-
-
... More
250 mm dia
5
237295
47459
... More
Add labour cess @ 1% on all above items
32444160.7
324441
0.01
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