Yamuna Expressway Industrial Development Authority Tender
... More
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 Jan 2025
Closing Date17 Jan 2025
Tender Amount₹ 69,63,178
Costs
EMD
₹ 1,39,500Document Cost
₹ 1,880Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_YEIDA_990893_8Tender No
YEA/GM(PROJECT)/2024/990 DT-31/12/2024Tender 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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Carriage of rig machine T&P from truck (AR)
240
34
8160
... More
Loading and unloading of T&P (AR)
6
1358
8148
... More
Transportation of Tubewell Assembly
-
-
-
... More
Carriage of tubewell assembly housing pipe, plain pipe, tubewell accessories etc. from Delhi to site of work (AR)
120
34
4080
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Loading and unloading of Tubewell assembly i.e. heavy loads (AR)
2
1358
2716
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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 of site
1
10000
10000
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Installation of rig machine with camp equipage on site(AR)
1
16300
16300
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Dismantling of rig machine (1/2 of installation) (AR)
1
8150
8150
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Digging of 15x7x1 Cum size pit for water & mud circulation for drill (AR)
210
89
18732
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Water arrangement for drilling & to maintain the tubewell bore upto lowering to tubewell.
1
10000
10000
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Drilling of 675 mm dia bore GL to 65 mm BGL (AR)
65
1981
128765
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Drilling of 625 mm dia bore 65 to 80 mm BGL (AR)
15
1856
27840
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Drilling of 625 mm dia bore 80 to 120 mm BGL (AR)
40
2017
80680
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Drilling of 625 mm dia bore 120 to 160 mm BGL (AR)
40
2124
84960
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Drilling of 625 mm dia bore 160 to 200mm BGL (AR)
40
2231
89240
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Drilling of 625 mm dia bore 200 to 240 mm BGL (AR)
20
2301
46020
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Electric logging of pilot bore with resistivity survey (AR)
1
18000
18000
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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
60
295
17700
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200mm dia Blind/Sloted pipe 60-80M
20
265
5300
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200mm dia Blind/Sloted pipe 80-120M
40
288
11520
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200mm dia Blind/Sloted pipe 120-160M
40
304
12160
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200mm dia Blind/Sloted pipe 160-200M
40
319
12760
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Tubewell Assembly
-
-
-
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350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7.1 mm thick. (AR)
54
6007
324405
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350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR)
6
5100
30600
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200 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR)
96
3442
330480
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200mm dia ID/OD SS-304 grade Johnson stainless steel screen 8mm thick having 0.75mm width slots (AR)
42
5062
212625
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350x200 mm M.S. reducers/with 12mm thick MS plate (AR)
1
7500
7500
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350mm dia well cap with 12mm thick MS plate (AR)
1
2900
2900
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350mm dia M.S. ring with 12mm thick MS plate (AR)
10
2650
26500
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350mm dia M.S. clamp with 12mm thick MS plate (AR)
1
4850
4850
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200mm dia M.S. ring with 12mm thick MS plate (AR)
30
1600
48000
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200mm dia bell plug with 12mm thick MS plate (AR)
1
2070
2070
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200mm dia centre guide with 12mm thick MS plate (AR)
10
1040
10400
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Girder for tubewell assembly support (M.S. Fabricated)
1
16000
16000
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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)
80
4850
388000
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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)
80
58
4640
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Carriage of Air compressor & T&P (AR)
80
34
2720
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Loading and unloading of T&P (AR)
2
1358
2716
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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)
1
10000
10000
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Development of T/W by 600 PSI air compressor (AR)
60
4425
265500
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After completion of work dismantling of compressor with T&P (AR)
1
5000
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)
80
58
4640
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Carriage of O.P. unit T&P from Delhi to site work (AR)
80
34
2720
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Loading and unloading of T&P (AR)
2
1358
2716
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Development of tubewell by submersible pump & D.G. Set
-
-
-
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Erection of O.P. & camp equipage (AR)
1
16090
16090
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Development of tubewell (AR)
100
1010
101000
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After completion of work dismantling of O.P. Unit (AR)
1
8045
8045
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Yield test of tubewell by O.P. unit & testing of water for chemical & bacteriological test (AR)
1
4980
4980
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Part-B: Submersible Pumping Plant
-
-
-
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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)
1
120900
120900
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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)
1
120900
120900
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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)
1
162750
162750
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18 mtr 150mm MSERW double flangged column pipe on 3 mtr length (extra) as per Jal Nigam (for water level)
6
6500
39000
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Gauges
-
-
-
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Under this the following items will be supplied: a)1No. Pressure items will be supplied b)1 no. depth gauge of suitable range in kg/cm c)1 no. Control cock d) 40 mtrs length of airline with all accessories e) hand air pump
1
7440
7440
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Special tools
-
-
-
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Under this the following items will be supplied:
2 Nos 350 mm size pipe wrinch
1 Set D.E. Spenner
1 Nos. screw drivers 150mm C.I.D.F. Reflex valve
1 No. Hammer with handle
1
5580
5580
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Rubber resistance sheet size 1m x 2m x 25mm thick (AR)
1
3200
3200
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Chlorination plant electronic with all accessories.
1
36500
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)
1
9700
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)
90
390
35100
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Earth material complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect. (AR)
1
19500
19500
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Painting of pumping plant & other accessories (AR)
1
3000
3000
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Erection of plant (AR)
1
19500
19500
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Testing of pumping plant (AR)
1
5000
5000
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Watch and ward during the period of installation
6
20000
120000
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Local Cartage @ 2 % on Supply tools
1
11211
11211.4
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Part-C: Pump House:
-
-
-
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Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(b))
-
-
-
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Depth from 0.0 to 1.5 M below G.L.
65.33
72
4756.02
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DAR/2.27/Based on UPPWD/SOR-2020)
2.5
460
1150
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Cement concrete with 4cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. (UPPWD/SOR-2020/281)
4.71
5820
27412.2
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M-150 brick work in 1:4 one cement and four course sand 2.20 F.M. mortar in foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of the work. (UPPWD/SOR-2020/305(a)
14.43
4950
71428.5
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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) (DAR/4.10/Based on UPPWD/SOR-2020)
5.1
330
1683
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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. (DAR/4.13/Based on UPPWD/SOR-2020)
5.1
116
592.37
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M-150 brick work in 1:6 one cement and four coarse sand 2.20 F.M. mortar including supply of all material, labour, T&P etc. required for proper completion of the work. But in superstructure including necessary Cutting & moulding of brick as required thickness of walls not to be less than 1½ brick. Add extra labour to above items. (UPPWD/SOR-2020/309)
13.75
5230
71912.5
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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). (DAR/6.12.2/Based on UPPWD/SOR-2020)
1.21
5280
6388.8
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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 (DAR/5.9.3/Based on UPPWD/SOR-2020)
25.45
393
10019.66
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Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020)
53.78
337
18160.17
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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. (DAR/5.33.2/Based on UPPWD/SOR-2020)
15.31
8592
131544.29
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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. (DAR/5.22.6/Based on UPPWD/SOR-2020)
1803.19
96
173466.88
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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). (DAR/10.11.1/Based on UPPWD/SOR-2020))
31
101
3134.1
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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. (DAR/10.5.1/Based on UPPWD/SOR-2020))
4.62
3536
16339.09
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15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement : 4 coarse sand) (DAR/13.5.2/Based on UPPWD/SOR-2020)
75.38
191
14423.96
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6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DAR/13.16.1/Based on UPPWD/SOR-2020)
27.7
132
3675.79
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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. (DAR/11.3.1/Based on UPPWD/SOR-2020)
25
413
10337.5
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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. (DAR/11.6.1/Based on UPPWD/SOR-2020)
2.53
345
872.98
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Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (DSR-(DAR/11.13.1/Based on UPPWD/SOR-2020)
26
38
989.3
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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. ((DAR/22.7.1/Based on UPPWD/SOR-2020)
29.18
1068
31168.62
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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.(DAR/12.22/Based on UPPWD/SOR-2020)
2
120
240
... More
White washing with lime to give an even shade :New work (three or more coats)(UPPWD/SOR-2020/305(a)
103.08
16
1649.28
... More
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020)
74.71
153
11482.93
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DAR/13.61.1/Based on UPPWD/SOR-2020)
74.71
77
5763.88
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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.(DAR/4.17/Based on UPPWD/SOR-2020)
11.14
586
6536.95
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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.
-
-
-
... More
110mm diameter (DAR/12.42.5.2/Based on UPPWD/SOR-2020)
6.5
283
1845.35
... 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 10 mm gap for thermal expansion.
-
-
-
... More
Bend 87.50 : 110 mm bend (DAR/12.42.5.2/Based on UPPWD/SOR-2020)
2
112
225.4
... 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 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. :
-
-
-
... More
For 100mm dia pipe (DAR/17.37.1/Based on UPPWD/SOR-2020)
4
165
663.4
... 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./YEIDA) All kinds of soil.
-
-
-
... More
Lead upto 5.0Km
17.4
72
1266.72
... More
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. (DAR/11.2/Based on UPPWD/SOR-2020)
58
546
31711.5
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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. (A.R.)
58
663
38500.4
... More
Providing and fixing of MS Girder of size 275x75 mm for lifting tackle above the roof of pump house (AR)
4
3000
12000
... More
Part-D: Raising main (2 Nos)
-
-
-
... More
Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50m and lead upto 30M and including filling watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer-in-charge upto a distance of 30M from the foundation trenches. (UPPWD/SOR-2020/251(b))
-
-
-
... More
Depth from 0.0 to 1.5 M below G.L.
952
72
69305.6
... More
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
-
-
-
... More
300 mm dia Ductile Iron Class K-9 pipes (DAR/18.72.19/Based on UPPWD/SOR-2020)
800
3289
2631320
... More
Providing and laying flanged C.I standerds specials such as (tees, bends, collers, tappers, caps etc) and suitable for flanged jointing as per 1538 supply of DI, CI, MS specials such as (bends, gaps, pieces, tappers, tees etc) (10% Amount of the item No. 58.01)Rs. 2631320.00 x 10%) = Rs. 263132.00(DAR/18.68.1/Based on UPPWD/SOR-2020)
1
263132
263132
... 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 (DAR/18.68.1/Based on UPPWD/SOR-2020)
1
82669
82669.75
... More
Providing and fixing C.l. double acting air valve/ Sluice Valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately)
-
-
-
... More
200mm diameter: /Based on UPPWD/SOR-2020)
1
11231
11231.9
... More
Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.l. 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) 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
DAR/18.35.1/Based on UPPWD/SOR-2020)
2
6964
13928.6
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