Yamuna Expressway Industrial Development Authority Tender
... More
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Water Storage And Supply
Eprocure
Opening Date5 Nov 2020
Closing Date17 Nov 2020
Tender AmountRefer Documents
Costs
EMD
₹ 3,75,500Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_YEIDA_527993_1Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2020/428 DT-02/11/2020Tender 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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Carriage of rig machine T&P from truck (AR)
720
-
34
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Loading and unloading of T&P (AR)
18
-
1358
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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)
360
-
34
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Loading and unloading of Tubewell assembly i.e. heavy loads (AR)
24
-
1358
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Drilling:
-
-
-
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Drilling of pilot bore by 675/550 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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Installation of rig machine with camp equipage on site(AR)
3
-
17100
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Dismantling of rig machine (1/2 of installation) (AR)
3
-
8550
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Digging of 15x7x1 Cum size pit for water & mud circulation for drill (AR)
945
-
89
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Water arrangement for drilling & to maintain the tubewell bore upto lowering to tubewell.
3
-
25000
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Drilling of 675 mm dia bore GL to 65 mm BGL (AR)
195
-
1981
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Drilling of 625 mm dia bore 65 to 80 mm BGL (AR)
45
-
1856
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Drilling of 625 mm dia bore 80 to 120 mm BGL (AR)
120
-
2217
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Drilling of 625 mm dia bore 120 to 160 mm BGL (AR)
120
-
2337
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Drilling of 625 mm dia bore 160 to 200mm BGL (AR)
120
-
2351
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Drilling of 625 mm dia bore 200 to 240 mm BGL (AR)
60
-
2421
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Electric logging of pilot bore with resistivity survey (AR)
3
-
28500
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Lowering of tubewell assembly
-
-
-
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Lowering of 350x200mm dia MSERW tubewell assembly pipe upto 220M BGL including filling of pea-gravel in between the annular space of pipe & bore. (AR)
-
-
-
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350mm dia housing pipe upto 0-60 M
180
-
295
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200mm dia Blind/Sloted pipe 60-80M
60
-
265
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200mm dia Blind/Sloted pipe 80-120M
120
-
288
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200mm dia Blind/Sloted pipe 120-160M
120
-
304
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200mm dia Blind/Sloted pipe 160-200M
120
-
319
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Tubewell Assembly
-
-
-
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350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR)
180
-
3985
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200 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR)
276
-
2350
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200mm dia ID/OD SS-304 grade Johnson stainless steel screen 8mm thick having 0.75mm width slots (AR)
144
-
18500
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350x200 mm M.S. reducers/with 12mm thick MS plate (AR)
3
-
6500
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350mm dia well cap with 12mm thick MS plate (AR)
3
-
2500
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350 mm dia H/T socket with 12mm thick MS plate (AR)
3
-
1890
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350mm dia M.S. ring with 12mm thick MS plate (AR)
30
-
2300
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350mm dia M.S. clamp with 12mm thick MS plate (AR)
3
-
4200
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200mm dia M.S. ring with 12mm thick MS plate (AR)
135
-
1400
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200mm dia bell plug with 12mm thick MS plate (AR)
3
-
1800
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200mm dia centre guide with 12mm thick MS plate (AR)
36
-
900
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350mm dia M.S. half thread nipple (AR)
3
-
3520
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Girder for tubewell assembly support (M.S. Fabricated)
3
-
21000
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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 (Market Rate)
270
-
4850
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Transportation of Air Compressor & T&P
-
-
-
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Carriage of Air compressor by breakdown service from Delhi to site work (AR)
240
-
58
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Carriage of Air compressor & T&P (AR)
240
-
34
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Loading and unloading of T&P (AR)
6
-
1358
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Development of tubewell assembly by 600/350 PSI air Compressor
-
-
-
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Erection of 400 PSI Air compressor & camp equipage (AR)
3
-
10000
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Development of T/W by 600 PSI air compressor (AR)
240
-
4425
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After completion of work dismantling of compressor with T&P (AR)
3
-
5000
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Transportation of O.P. Unit & T&P
-
-
-
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Carriage of O.P. unit by break down service etc. from Delhi to site work (AR)
240
-
58
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Carriage of O.P. unit T&P from Delhi to site work (AR)
240
-
34
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Loading and unloading of T&P (AR)
6
-
1358
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Development of tubewell by submersible pump & D.G. Set
-
-
-
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Erection of O.P. & camp equipage (AR)
3
-
16090
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Development of tubewell (AR)
360
-
1010
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After completion of work dismantling of O.P. Unit (AR)
3
-
8045
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Yield test of tubewell by O.P. unit & testing of water for chemical & bacteriological test (AR)
3
-
5000
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Submersible Pumping Plant (3 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)
3
-
115900
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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)
3
-
160000
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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. Sluice 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)
3
-
169700
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Indf make 3 tones capacity 4.5 lift chain pulley block (AR)
3
-
28500
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Rubber resistance sheet size 1m x 2m x 25mm thick (AR)
3
-
4500
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Chlorination plant electronic with all accessories.
3
-
36500
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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)
3
-
9700
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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)
135
-
390
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Earth material complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect. (AR)
3
-
10400
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Painting of pumping plant & other accessories (AR)
3
-
3000
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Erection of plant (AR)
3
-
20000
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Testing of pumping plant (AR)
3
-
5000
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Commissioning of pumping plant (AR)
3
-
6000
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Pump House: (3 Nos)
-
-
-
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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.
104.59
-
279.7
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2018/2.27/P-77)
7.5
-
1953.05
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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)
8.07
-
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)
43.29
-
6157.45
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) (DSR-2018/4.10/P-87)
15.3
-
347.9
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Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg 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-2018/4.13/P-88)
15.3
-
110
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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-2018/6.4.2/P-108)
45.54
-
7590.45
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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-2018/6.12.2/P-109)
31.56
-
773.75
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Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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Suspended floors, roofs, landings, balconies and access platform (DSR-2018/5.9.3/P-96)
76.35
-
693.05
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Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR-2018/5.9.5/P-96)
14.85
-
552.05
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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 above plinth level upto floor V level. (DSR-2018/5.33.2/P-100)
13.47
-
9400.85
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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)
1584.42
-
83.5
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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, K11 B and K12 B 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 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). (DSR-2018/10.11.1/P-184)
93
-
166.5
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm 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-2018/10.5.1/P-183)
13.86
-
4428.15
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15mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement : 6 coarse sand) (DSR-2018/13.5.2/P-228)
226.14
-
303.9
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6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DSR-2018/13.16.1/P-229)
83.1
-
227.35
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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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40 mm thick with 20 mm nominal size stone aggregate. (DSR-2018/11.3.1/P-193)
75
-
498.35
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Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
-
-
-
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18mm thick. (DSR-2018/11.6.1/P-193)
7.59
-
521.15
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Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
40 mm wide and 4 mm thick (DSR-2018/11.13.1/P-195)
78
-
75.15
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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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(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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With average thickness of 120mm and minimum thickness at khurra as 65mm. (DSR-2018/22.7.1/P-389-390)
87.54
-
1398.5
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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-2018/12.22/P-213)
6
-
244.05
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White washing with lime to give an even shade: New work (three or more coats) (DSR-2018/13.37.1/P-231)
309.24
-
28.55
... More
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DSR-2018/13.4.2/P-228)
224.13
-
263.55
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DSR-2018/13.61.1/P-233)
224.13
-
121.55
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (DSR-2018/4.17/P-88)
33.42
-
614.05
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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.
-
-
-
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110mm diameter (DSR-2018/12.41.2/P-216)
19.5
-
305.05
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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 10 mm gap for thermal expansion.
-
-
-
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Bend 87.50 : 110 mm bend (DSR-2018/12.42.5.2/P-216)
6
-
129.85
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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 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
-
-
-
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For 100mm dia pipe (DSR-2018/17.37.1/P-304)
12
-
287.45
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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./YEIDA) All kinds of soil.
-
-
-
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Lead upto 50M and lift upto 1.50M
52.2
-
66.95
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Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of earth including filling compressed, with M-150 bricks. (DSR-2018/11.2/AR/YEIDA)
174
-
649.5
... More
Providing and laying 60mm thick I.S.I. mark factory made cement concrete interlocking concrete paver block made by block making machine with strong vibratory compaction of approved size, design, shape, laid in required colour and pattern over and including average 50mm thick compacted bed coarse sand and filling the joints with fine sand all complete as per the direction of Engineer-in-charge with conforming to IS-15658 and IRC:SP:63. (AR/YEIDA)
174
-
859.35
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Providing and fixing of MS Girder of size 275x75 mm for lifting tackle above the roof of pump house (AR)
12
-
3000
... More
Rising Main
-
-
-
... More
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)
-
-
-
... More
Depth from 0.0 to 1.5 M below G.L.
806.5
-
279.7
... More
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)
806.5
-
138.5
... 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-2018/18.72.18/P-345-346)
1115
-
3082
... More
300 mm dia Ductile Iron Class K-9 pipes (DSR-2018/18.72.19/P-345-346)
350
-
3853.6
... More
Providing and laying flanged C.I. standards specials such as (Tees, bends, collars, tapers, caps, etc.) and suitable for flanged jointing as per 1538 supply of DI, CI, MS, K-12 specials such as (bends, gaps, pieces,tappers tees etc.)
(10% Amount of the item No. 58)
(Rs. 47085190.00 x 10%) = Rs. 470819.00
1
-
478519
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Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):
-
-
-
... More
250 mm diameter: Class-II (DSR-2018/18.31.5.2/P-338)
3
-
21527.85
... More
Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately):
-
-
-
... More
300 mm diameter: Class-II (DSR-2018/18.31.6.2/P-338)
1
-
26861.85
... More
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 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 :
-
-
-
... More
With bricks of class designation-150
(DSR-2018/18.34.1/P-339)
4
-
16134.15
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