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 Date20 Mar 2024
Closing DateCancelled
Tender Amount₹ 1,72,65,887
Costs
EMD
₹ 3,45,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Construction Of Tubewell In Smart Village - Chapargarh Niloni Rampur Bangar And Rustampur Yea
Description
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Contact
Tender Id
2024_YEIDA_919334_11Tender No
YEA/GM(PROJECT)/2024/905 DT-15/03/2024Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Transportation of Tubewell Assembly Carriage of tubewell assembly housing pipe , plain pipe, tubewell accessories etc from Delhi to site of work
240
8160
34
Transportation of Tubewell Assembly Loading and Unloading of tubewell assembly i.e heavy loads
8
10864
1358
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 to 280 MBGL with RR bit & dismantaling of rig machine Levelling and dressing of site
4
40000
10000
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 to 280 MBGL with RR bit & dismantaling of rig machine Installation of rig machine with camp equipage on site
4
65200
16300
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 to 280 MBGL with RR bit & dismantaling of rig machine Dismantling of rig machine (1/2 of installation)
4
32600
8150
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 to 280 MBGL with RR bit & dismantaling of rig machine Digging of 15x7x1 M3 size pit for water & mud circulation for drill
840
74928
89.2
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 to 280 MBGL with RR bit & dismantaling of rig machine Water arrangement for drilling & to maintain the tubewell bore upto lowering to tubewell.
4
40000
10000
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 to 280 MBGL with RR bit & dismantaling of rig machine Drilling of 675 mm dia bore GL to 65M BGL
260
515060
1981
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 to 280 MBGL with RR bit & dismantaling of rig machine Drilling of 625 mm dia bore 65 to 80M BGL
60
111360
1856
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 to 280 MBGL with RR bit & dismantaling of rig machine Drilling of 625 mm dia bore 80 to 120M BGL
160
322720
2017
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 to 280 MBGL with RR bit & dismantaling of rig machine Drilling of 625 mm dia bore 120 to 160M BGL
160
339840
2124
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 to 280 MBGL with RR bit & dismantaling of rig machine Drilling of 625 mm dia bore 160 to 200M BGL
160
356960
2231
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 to 280 MBGL with RR bit & dismantaling of rig machine Drilling of 625 mm dia bore 200 to 220M BGL
80
184080
2301
Electric Logging of pilot bore with resistivity survey.
4
72000
18000
Lowering of 350x200 mm dia MSERW tubewell assembly pipe upto 220 Mt BGL including filling of pea-gravel in between the annular space of pipe & bore.350 mm dia housing pipe upto 0-60M
240
70800
295
Lowering of 350x200 mm dia MSERW tubewell assembly pipe upto 220 Mt BGL including filling of pea-gravel in between the annular space of pipe & bore.200mm dia Blind/Sloted pipe 60-80 M
80
21200
265
Lowering of 350x200 mm dia MSERW tubewell assembly pipe upto 220 Mt BGL including filling of pea-gravel in between the annular space of pipe & bore.200mm dia Blind/Sloted pipe 80-120 M
160
46080
288
Lowering of 350x200 mm dia MSERW tubewell assembly pipe upto 220 Mt BGL including filling of pea-gravel in between the annular space of pipe & bore.200mm dia Blind/Sloted pipe 120-160 M
160
48640
304
Lowering of 350x200 mm dia MSERW tubewell assembly pipe upto 220 Mt BGL including filling of pea-gravel in between the annular space of pipe & bore.200mm dia Blind/Sloted pipe 160-200 M
160
51040
319
TUBEWELL ASSEMBLY 350 mm dia MSERW housing pipe Jindal/Surya/Tata make 7.1mm thick.
216
1297620
6007.5
350 mm dia MSERW slotted pipe Jindal/Surya/Tata make 7.1mm thick.
24
122400
5100
200 mm dia MSERW housing pipe Jindal/Surya/Tata make 7.1mm thick.
384
1321920
3442.5
200 mm dia ID/OD SS 304 grade johnson stainless steel screen 8mm thick having 0.75mm with slots
168
3108000
18500
350x200 mm M.S. reducers\ with 12mm thick MS plate
4
30000
7500
350mm dia well cap with 12mm thick MS plate
4
11600
2900
350mm dia M.S ring with 12mm thick MS plate
40
106000
2650
350mm dia well M.S Clamp with 12mm thick MS plate
4
19400
4850
200mm dia M.S ring with 12mm thick MS plate
120
192000
1600
200mm dia bail plug with 12mm thick MS plate
4
8280
2070
200mm dia centre guide with 12mm thick MS plate
40
41600
1040
Girder for tubewell assembly support (M.S.Fabricated)
4
64000
16000
PEA GRAVEL 1.6 mm to 4.8 mm Lal-Qua/ chandigarh pea gravel screened and washed with stacking (As per current market rates)
320
1552000
4850
Transportation of Air Compressor & T&P Carriage of Air compressor by breakdown service from Delhi to site work
240
13920
58
Carriage of Air compressor & T&P
240
8160
34
Loading and Unloading of T&P
8
10864
1358
DEVELOPMENT OF TUBEWELL ASSEMBLY BY 600/350 PSI AIR COMPRESSOR Errection of 400 PSI Air compressor & camp equipage
4
40000
10000
Development of T/W by 600 PSI air compressor
240
1062000
4425
After completion of work dismentaling of compressor with T&P
4
20000
5000
Transportation of O.P. Unit & T&P Carriage of O.P Unit by break down service etc. from Delhi to Site work
240
13920
58
Carriage of O.P Unit T&P from Delhi to Site work
240
8160
34
Loading and Unloading of T&P
8
10864
1358
DEVEPLOPMENT OF TUBEWELL BY SUMBERSIBLE PUMP & D.G. SET Errection of O.P. Unit & Camp Equipage
4
64360
16090
Development of tubewell
400
404000
1010
After completion of work dismentling of O.P. unit
4
32180
8045
Yield test of tubewell by O.P. unit & testing of water for Chemical & Bacteriological test
4
19920
4980
PUMPING PLANT K.S.B make submersible pumpset, capacity 1500 LMP at 54m delivery head
4
483600
120900
Cubical Control Panel: Specification : L.T control start delta starter panel, floor mounting indoor type, dust venim proof, front operated door opening, made of 16/14 swg CRCA sheet steel, duly powder coated after necessary pre treatment in Ral-703 shade. Power & control wiring shall be made through flexible copper wire of suitable size. The starter panel shall be suitable to operate on 440+/- 10% volts, 3 phase 50 hz AC supply. The starter panel shall comprise of the following: a) Incoming i) 100ATPN MCCB of L&T make -1 no. ii) 0-100 a Ammeter with ASS & CTs -1 set iii) 0-500 V Voltmeter with VSS - 1 set iv) RYB phase indicating Led Lights with toggle switch & protection Fuses - 1 set v) Submersible cable finolex 1x3x16 mm2 8mtrs. b) Outgoing i) 32 A TP power Contractor of L&T make - 3 nos ii) O/L relay of range 20-33A of L&T make - 1nos. iii) Fully automatic star delta timer - 1nos. iv) Protection relay against Over/under voltage, single/reverse/phase unbalance of havells make (Pro-shield) -1 no. v) suitable arrangement by using PLC/timers to operate the starter for the set duration on every preset interval of time including covering the time lapse due to power failure or other reason - 1 set
4
483600
120900
MAIN PIPING & VALVE FOR TUBEWELL 24 mtrs, 150 mm MSERW 8 mm thick double flanged column pipe in 3 mtrs length 1 No. 150 mm C.I.D.F bend 1 No. 150 mm C.I.D.F Reflex valve (kirlosker/IVC make)
2 No. 150 mm C.I.D.F sluice valve (kirlosker/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 1.5 M
1 No 150mm M.S.D.F pipe in length of 1.0 M
4
651000
162750
18 mtrs 150 mm MSERW double flangged column pipe in 3 mts. Length (Extra) as per JAL Nigam (for water level)
24
156000
6500
GAUGES Under this the following items will be supplied : a) 1 no. 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
4
29760
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 150 mm C.I.D.F reflex valve 1 No. Hammer with handle
hand air pump
4
22320
5580
Rubber resistance sheet size 1mx2mx25mm thick
4
12800
3200
Chlorination plant electronic with all accessories
4
146000
36500
Providing and fixing of 200 Amp Tpic Switches fuse unit with HRC fuses with board in place of rewirable kit kat
4
38800
9700
Providing and fixing of following
1. Supplying and laying of (2x10 Sqm. X 3 core ) flat cable
2. Double Earth material complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect
360
140400
390
2. Double Earth material complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect
4
78000
19500
Painting of pumping plant & other accessories
4
12000
3000
Errection of plant
4
78000
19500
Testing of pumping plant
4
20000
5000
Earth work in excavation in ordinary soil in all of foundation trenches including dressing of the side and ramming of bottom.Lifts up to 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50m. (MOST/A.R./YEIDA)
139.84
10180
72.8
Sand filling in plinth including supply of necessary not exceeding 8 km from the site of work and including watering dressing etclabour and T&P etc required for the proper complection of the ….
10
4600
460
Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work
11.32
65882
5820
M-150 brick work in 1:6 cement & fine sand 2.2 F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 305
54.16
268092
4950
M-150 brick work in 1:6 cement & fine sand 2.2 F.M mortar in Superstructure including necessary cutting & moulding of bricks including supply of all material Labour and T&P etc required for proper complection of the work UPPWD SOR 305(a)+309+310
55.68
291206
5230
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)
4.84
25555
5280
Centering and shuttering including strutting, propping etc. and removal of form for : Foundation footing bases of column complete for footing DSR-18/5.9.1
115.64
21006
181.65
Centering and shuttering including strutting, propping etc. and removal of form for : Column pillars piers abutments posts and under plinth lvt
113.36
48382
426.8
Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform
101.8
39330
386.35
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers
239.08
80725
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.All works upto plinth level
22.28
174890
7849.65
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. All works above plinth level upto floor V level
38.8
333371
8592.05
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
7192.16
663117
92.2
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)
124
13131
105.9
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. angels 40x40x6 mm for diagonal braces
18.48
65356
3536.6
15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand).
301.52
57695
191.35
6 mm cement plaster on rough side of single or half brick wall of mix : 1:3 (1 cement: 3 coarse sand).
112.96
14989
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
100
41350
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. 18 mm thick
10.12
3491
345.05
Providing and fixing glass strips in joints of terrazo/ cement concrete
floors. 40 mm wide and 4 mm thick
104
3957
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 Engineer-in-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 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 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 120 mm and minimum
thickness at khurra as 65 mm.
116.72
124674
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.
8
960
120
White washing with lime to give an even shade :New work (three or more coats)
414.48
6631
16
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
298.8
49242
164.8
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
298.8
23052
77.15
Making plinth protection 50 mm 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 finishing the top smooth.
44.56
22197
498.15
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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
609.6
61630
101.1
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 dia
26
7381
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. 110 mm bend
8
901
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
16
2653
165.85
Earth work in rough excavation banking excavated earth in layers not exceeding 20 cm in depth breaking clods watering rolling wach layer with 1/2 tones roller or wooden or steel rammer and rolling every 3rd and top most layer with power roller of minimum 8 tone and dressing up in embankments for road, flood banks , marginal banks and guide banks or filling up ground depressions ,all leads as per MOST (A.R./GNIDA) All kinds of soil . Lead upto 5.00 km
69.6
15158
217.8
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
232
126846
546.75
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 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
232
154001
663.8
Providing & fixing of MS Girder of size 275x75 mm for lifting tackle above the roof of pump house (AR)
16
48000
3000
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