Yamuna Expressway Industrial Development Authority Tender
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date8 Jul 2024
Closing Date2 Aug 2024
Tender Amount₹ 69,63,178
Costs
EMD
₹ 1,39,500Document Cost
₹ 1,880Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_YEIDA_935098_13Bid Award Id
ViewTender No
YEA/GM(PROJECT)/2024/916 DT-28/06/2024Tender 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
Carriage of rig machine T&P from truck (AR)
240
8160
34
Loading and unloading of T&P (AR)
6
8148
1358
Transportation of Tubewell Assembly
-
-
-
Carriage of tubewell assembly housing pipe, plain pipe, tubewell accessories etc. from Delhi to site of work (AR)
120
4080
34
Loading and unloading of Tubewell assembly i.e. heavy loads (AR)
2
2716
1358
Drilling:
-
-
-
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
-
-
-
Levelling and dressing of site
1
10000
10000
Installation of rig machine with camp equipage on site(AR)
1
16300
16300
Dismantling of rig machine (1/2 of installation) (AR)
1
8150
8150
Digging of 15x7x1 Cum size pit for water & mud circulation for drill (AR)
210
18732
89.2
Water arrangement for drilling & to maintain the tubewell bore upto lowering to tubewell.
1
10000
10000
Drilling of 675 mm dia bore GL to 65 mm BGL (AR)
65
128765
1981
Drilling of 625 mm dia bore 65 to 80 mm BGL (AR)
15
27840
1856
Drilling of 625 mm dia bore 80 to 120 mm BGL (AR)
40
80680
2017
Drilling of 625 mm dia bore 120 to 160 mm BGL (AR)
40
84960
2124
Drilling of 625 mm dia bore 160 to 200mm BGL (AR)
40
89240
2231
Drilling of 625 mm dia bore 200 to 240 mm BGL (AR)
20
46020
2301
Electric logging of pilot bore with resistivity survey (AR)
1
18000
18000
Lowering of tubewell assembly
-
-
-
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)
-
-
-
350mm dia housing pipe upto 0-60 M
60
17700
295
200mm dia Blind/Sloted pipe 60-80M
20
5300
265
200mm dia Blind/Sloted pipe 80-120M
40
11520
288
200mm dia Blind/Sloted pipe 120-160M
40
12160
304
200mm dia Blind/Sloted pipe 160-200M
40
12760
319
Tubewell Assembly
-
-
-
350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7.1 mm thick. (AR)
54
324405
6007.5
350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR)
6
30600
5100
200 mm dia MSERW housing pipe Jindal/Surya/Tata make 7mm thick. (AR)
96
330480
3442.5
200mm dia ID/OD SS-304 grade Johnson stainless steel screen 8mm thick having 0.75mm width slots (AR)
42
212625
5062.5
350x200 mm M.S. reducers/with 12mm thick MS plate (AR)
1
7500
7500
350mm dia well cap with 12mm thick MS plate (AR)
1
2900
2900
350mm dia M.S. ring with 12mm thick MS plate (AR)
10
26500
2650
350mm dia M.S. clamp with 12mm thick MS plate (AR)
1
4850
4850
200mm dia M.S. ring with 12mm thick MS plate (AR)
30
48000
1600
200mm dia bell plug with 12mm thick MS plate (AR)
1
2070
2070
200mm dia centre guide with 12mm thick MS plate (AR)
10
10400
1040
Girder for tubewell assembly support (M.S. Fabricated)
1
16000
16000
Pea Gravel
-
-
-
1.6 mm to 4.8 mm Lal-Qua/ Chandigarh pea gravel screened and washed with stacking (Market Rate)
80
388000
4850
Transportation of Air Compressor & T&P
-
-
-
Carriage of Air compressor by breakdown service from Delhi to site work (AR)
80
4640
58
Carriage of Air compressor & T&P (AR)
80
2720
34
Loading and unloading of T&P (AR)
2
2716
1358
Development of tubewell assembly by 600/350 PSI air Compressor
-
-
-
Erection of 400 PSI Air compressor & camp equipage (AR)
1
10000
10000
Development of T/W by 600 PSI air compressor (AR)
60
265500
4425
After completion of work dismantling of compressor with T&P (AR)
1
5000
5000
Transportation of O.P. Unit & T&P
-
-
-
Carriage of O.P. unit by break down service etc. from Delhi to site work (AR)
80
4640
58
Carriage of O.P. unit T&P from Delhi to site work (AR)
80
2720
34
Loading and unloading of T&P (AR)
2
2716
1358
Development of tubewell by submersible pump & D.G. Set
-
-
-
Erection of O.P. & camp equipage (AR)
1
16090
16090
Development of tubewell (AR)
100
101000
1010
After completion of work dismantling of O.P. Unit (AR)
1
8045
8045
Yield test of tubewell by O.P. unit & testing of water for chemical & bacteriological test (AR)
1
4980
4980
Part-B: Submersible Pumping Plant
-
-
-
Pumping plant
-
-
-
K.S.B. make submersible pump set, capacity 1500 Lmp at 54m delivery head (AR)
1
120900
120900
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
Main piping & valve for tubewell
-
-
-
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
18 mtr 150mm MSERW double flangged column pipe on 3 mtr length (extra) as per Jal Nigam (for water level)
6
39000
6500
Gauges
-
-
-
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
Special tools
-
-
-
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
Rubber resistance sheet size 1m x 2m x 25mm thick (AR)
1
3200
3200
Chlorination plant electronic with all accessories.
1
36500
36500
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
Providing and fixing of following:
-
-
-
Supplying and laying of (2x10 Sqm x 3 core) flat cable (AR)
90
35100
390
Earth material complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect. (AR)
1
19500
19500
Painting of pumping plant & other accessories (AR)
1
3000
3000
Erection of plant (AR)
1
19500
19500
Testing of pumping plant (AR)
1
5000
5000
Watch and ward during the period of installation
6
120000
20000
Local Cartage @ 2 % on Supply tools
1
11211
11211.4
Part-C: Pump House:
-
-
-
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))
-
-
-
Depth from 0.0 to 1.5 M below G.L.
65.33
4756
72.8
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
1150
460
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
27412
5820
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
71428
4950
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
1683
330
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
592
116.15
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
71912
5230
Half brick masonry with bricks of class designation 150 in foundation and plinth in:
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand). (DAR/6.12.2/Based on UPPWD/SOR-2020)
1.21
6388
5280
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020)
25.45
10019
393.7
Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020)
53.78
18160
337.65
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).
-
-
-
All works above plinth level upto floor V level. (DAR/5.33.2/Based on UPPWD/SOR-2020)
15.31
131544
8592.05
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020)
1803.19
173466
96.2
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).
-
-
-
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
3134
101.1
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.
-
-
-
Using M.S. angles 40x40x6 mm for diagonal braces. (DAR/10.5.1/Based on UPPWD/SOR-2020))
4.62
16339
3536.6
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
14423
191.35
6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand) (DAR/13.16.1/Based on UPPWD/SOR-2020)
27.7
3675
132.7
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.
-
-
-
40 mm thick with 20 mm nominal size stone aggregate. (DAR/11.3.1/Based on UPPWD/SOR-2020)
25
10337
413.5
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.
-
-
-
18mm thick. (DAR/11.6.1/Based on UPPWD/SOR-2020)
2.53
872
345.05
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. (DSR-(DAR/11.13.1/Based on UPPWD/SOR-2020)
26
989
38.05
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:
-
-
-
(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.
-
-
-
(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.
-
-
-
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge.
-
-
-
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
-
-
-
(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge :
-
-
-
With average thickness of 120mm and minimum thickness at khurra as 65mm. ((DAR/22.7.1/Based on UPPWD/SOR-2020)
29.18
31168
1068.15
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
240
120
White washing with lime to give an even shade :New work (three or more coats)(UPPWD/SOR-2020/305(a)
103.08
1649
16
12mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020)
74.71
11482
153.7
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
5763
77.15
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
6536
586.8
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
-
-
-
110mm diameter (DAR/12.42.5.2/Based on UPPWD/SOR-2020)
6.5
1845
283.9
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.
-
-
-
Bend 87.50 : 110 mm bend (DAR/12.42.5.2/Based on UPPWD/SOR-2020)
2
225
112.7
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. :
-
-
-
For 100mm dia pipe (DAR/17.37.1/Based on UPPWD/SOR-2020)
4
663
165.85
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.
-
-
-
Lead upto 5.0Km
17.4
1266
72.8
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
31711
546.75
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
38500
663.8
Providing and fixing of MS Girder of size 275x75 mm for lifting tackle above the roof of pump house (AR)
4
12000
3000
Part-D: Raising main (2 Nos)
-
-
-
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))
-
-
-
Depth from 0.0 to 1.5 M below G.L.
952
69305
72.8
Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :
-
-
-
300 mm dia Ductile Iron Class K-9 pipes (DAR/18.72.19/Based on UPPWD/SOR-2020)
800
2631320
3289.15
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
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):
-
-
-
300 mm diameter: Class-II (DAR/18.68.1/Based on UPPWD/SOR-2020)
1
82669
82669.75
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)
-
-
-
200mm diameter: /Based on UPPWD/SOR-2020)
1
11231
11231.9
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:
-
-
-
With bricks of class designation-150
DAR/18.35.1/Based on UPPWD/SOR-2020)
2
13928
6964.3
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