Greater Noida Industrial Development Authority Tender
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Greater Noida Industrial Development Authority - GNIDA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date10 Mar 2025
Closing Soon10 Mar 2025
Tender Amount₹ 4,58,16,277
Technical
Technical
Financial
Class Of Bidder
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'A' Class Electrical Licence from Government of U.P.
Bid Capacity
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The bid capacity required in the given tender can be determined by the following formulas: 1. For works up to Rs.10.00 Lacs: - 5% of the bid value 2. For works between Rs.15.00 Lacs and Rs.100.00 Lacs: - 10% of the bid value 3. For works between Rs.100.00 Lacs and Rs.500.00 Lacs: - 12% of the bid value 4. For works of Rs.500.00 Lacs and above: - 12% of the bid value for works more than 2.00 times the bid value Additionally, the cumulative turnover will be considered for three consecutive years out of the last four assessment years, with a minimum requirement of above Rs. 2.00 crore. Technical staff and machinery requirements also apply, but the key financial bid capacity formulas are outlined above.
Technical Capacity
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The bidder should have experience of having successfully completed works during the last 7 years with Govt./Semi Govt./PSU only. The experience requirements are as follows: - Three similar completed works costing not less than 40% of the estimated cost put to tender
- Two similar completed works costing not less than 60% of the estimated cost put to tender
- One similar completed work of aggregate cost not less than 80% of the Estimated Project cost put to tender Similar completed works mean construction of New Tubewells (Pumping Plant for Tubewell) Work and Distribution Pipe Line Work. Note that specific experience requirements may vary depending on the cost of the work, such as BM/BC work above or below Rs. 1.0 crore, and road patch works.
Costs
EMD
₹ 9,17,000Document Cost
₹ 6,360Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_GNIDA_1011115_9Tender No
SM/(E-TENDER CELL)/2025/576 DATED- 20.02.2025Tender Authority
Greater Noida Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.greaternoidaauthority.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Loading & unloading of T & P.
2
1358
2716
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TRANSPORTATION OF TUBE WELL ASSEMBLY
-
-
-
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Carriage of tube well assembly, housing pipe, plain pipe.
40
34
1360
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Loading & unloading of Tube well assembly i.e . Heavy loads.
2
1358
2716
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Drilling of pilot bore by 675/550mm dia R.R. Bit upto required.
-
-
-
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Leveling & Dressing of site.
1
10000
10000
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Installation of rig machine.
1
16300
16300
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Dismantling of rig machine (1/2 of installation)
1
8150
8150
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Digging and filling of 15x7x1 M3 size pit for water & mud circulation for drilling
210
89
18732
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Water arrangement for drilling of bore hole upto lowering & completion of tubewell work.
1
10000
10000
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Drilling of 675mm dia bore GL to 65m BGL
65
1981
128765
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Drilling of 550mm dia bore 65 to 80m BGL
18
1856
33408
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Drilling of 550mm dia bore 80 to 120m BGL
47
2017
94799
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Drilling of 550mm dia bore 120 to 160m BGL
47
2124
99828
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Drilling of 550mm dia bore 160 to 200m BGL
47
2231
104857
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Drilling of 550mm dia bore 200 to 220m BGL
22
2301
50622
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Electric logging of pilot bore with resistivity survey.
1
18000
18000
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LOWERING OF TUBEWELL ASSEMBLY
-
-
-
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Lowering of 350x200mm dia MSERW tubewell assembly pipe upto 200M BGL including filling of pea-gravel in between the annular space of pipe & bore.
-
-
-
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350mm dia housing pipe upto 0-60m
65
295
19175
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200mm dia pipe 60-80m
23
265
6095
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200mm dia pipe 80-120m
47
288
13536
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200mm dia pipe 120-160m
47
304
14288
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200mm dia pipe 160-200m
47
319
14993
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TUBEWELL ASSEMBLY
-
-
-
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350mm dia MSERW housing pipe Jindal/Surya/TaTa make 7.1mm thick.
60
5763
345789
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350mm dia MSERW slotted pipe Jindal/Surya/TaTa make 7.1mm thick.
6
5100
30600
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200mm dia MSERW plain pipe Jindal/Surya/TaTa make 7.1mm thick.
102
3114
317643.3
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200mm dia MSERW slotted pipe Jindal/Surya/TaTa make 7.1mm thick.
480.01
4320
2073648
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350x200mm M.S reducer with 12mm thik. M.S Plate
1
6500
6500
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350mm dia well cap with 12mm thik. M.S Plate
1
2500
2500
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350mm dia M.S ring with 12mm thik. M.S Plate
10
2500
25000
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350mm dia M.S Clamp with 12mm thik. M.S Plate
1
4200
4200
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200mm dia M.S ring with 12mm thik. M.S Plate
30
1400
42000
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200mm dia bail plug with 12mm thik. M.S Plate
1
1800
1800
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200mm dia Centre guide with 12mm thik. M.S Plate
10
900
9000
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Girder for tube well assembly support
1
14343
14343.5
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PEA GRAVEL
-
-
-
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1.6mm to 4.8mm Lal-Qua/Chandigath Pea-gravel screened
85
4850
412250
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TRANSPORTATION OF AIR COMPRESSOR & T&P
-
-
-
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Carriage of 600/350 PSI Air Compressor by breakdown service from Div. Stone of work.
40
58
2320
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Carriage of 600/350 PSI Air Compressor & T&P
40
34
1360
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Loading & unloading of T & P
2
1358
2716
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DEVELOPMENT OF TUBEWELL BY 600/350 PSI AIR COMPRESSOR
-
-
-
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Errection of 600 PSI Air compressor & camp equipage
1
10000
10000
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Development of T/W by 600 PSI air compressor
60
4425
265500
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After completion of work dismentaling of compressor with T & P
1
5000
5000
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TRANSPORTATION OF O.P UNIT & T&P
-
-
-
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Carriage of 3 Cusec Capacity O.P Unit by break down
40
58
2320
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Carriage of unit T & P from Div. Store to site work
40
34
1360
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Loading & unloading of T & P
2
1358
2716
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Development of T/W by 3 CUSEC O.P. UNIT
-
-
-
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Errection of O.P. Unit & Camp Equipage
1
16090
16090
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Development of Tubewell
100
1010
101000
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After completion of work dismentling of O.P. Unit
1
8045
8045
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Yield test of tube well by O.P. Unit & Testing of water for Chemical & Bactorial Test
1
4532
4532
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SUBMERSIBLE PUMPING PLANT
-
-
-
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K.S.B. make submersible pump set, capacity 1500 Lmp at 54m delivery head 25 hp suitable for true bore well of 300mm dia Housing capable of pumping of cold and clear water not chemically attacking to pump construction material directly coupled to electric motor 2900 RPM operating on 400 + 5% volts, 3 phase 50Hz A.C. supply with bronze impeller and C I non return valve with 3.0 m core submersible cable. (Morlut approved rate.) GNIDA
1
94012
94012.38
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CUBICALE CONTROL PANEL
-
-
-
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Specification :- L.T Contol Start Delta panel floor mounting indoor type dust vermin proof, front operated door opening. made of 16/14 Swg CRCA sheet steel, duly powder coated after necessary pre treatment in raf- 7032 shade power & Control wiring shall be made through flexible copper wire of suitable size. The starter panel shall be suitable to operte on 440+/- 10% Volts, 3 phase 50 Hz AC Supply. The starter panel shall comprise of the following.
-
-
-
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INCOMING
-
-
-
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1. 100A TPN MCCB of L&T Make-1 no. 2. 0-100A Ammeter With ASS & CTs-1 set 3. 0-500 V Voltmeter with VSS-1 Set. 4. RYB Phase indicating Led lights with toggle switch & protection fuses-1 set.
5. Submersobale cable finofex 1x3x16mm2 8mtrs. 6. outgoing 7. 32A TP Power Contractor of L&T Make-3 nos. 8. O/L Relay of Range 20-33A of L& T make -1 no. 9. Fully automatic star delta timer-1 no. 10. Protection Relay against Over/Under Voltage, Single/ Reverse/Phase Unbalance of havells make (Pro-Shield)-1 No. 11. Suitable arrangement by using PLC/Timers to operate the starter for the set duration on every preset intervel of time including covering the time lapse due to power failure or other reason-1 set
1
113750
113750
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Main Piping and Valve for Tubewell
-
-
-
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1. 24m 150mm MSERW double flanged column pipe in 3m leanth
2. 1No 150mm CIDF Band
3. 1No 150mm CIDF Reflax Valve
4. 2 Nos 150mm CIDF Sulice Valve
5. 1 No 150mm CIAF Tee
6. 1 Pair Column Pipe Clamp
7. 1 Set rubber Packinf and necessary Nut Bolt
8. 2 Nos 150mm MSDF Pipe in Length of 1.50m
9. 2 Nos 150mm MSDF Pipe in Length of 1.00m
1
153125
153125
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18m 150mm MSERW double flanged column pipe in 3m length(extra)
6
5865
35194.92
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Supply and fixing of 200 A, 415V heavy duty double break HRC fuse type metal clad TPN complete with HRC fuse etc. on angel iron frame complete in all respect
2
9700
19400
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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
586
52812.9
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Excavation in Foundation in ordinary soil (Loam Clay or Sand ) including lift upto 1.50 m and lead upto 30 m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation tranches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation tranches (where machine can not reach/move) (SOR-251a)
36.07
95
3426.65
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M-150 brick work in 1:6 one cement and four coarse sand 1.25 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-20/303
-
-
-
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Same as item no. 303 but in 1:4 one cement and four coarse sand of 2.20 F.M morter. (UPPWD/SOR-20/305a)
17.26
4950
85437
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M-150 brick work in 1:4 one cement and four coarse sand 1.25 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-20/303
-
-
-
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As in item 303 to 305(a) above but in superstructure including necessary cutting & moulding of brick as required thickness of walls not to be less than 1.5 brick add axtra labour to above items. UPPWD/SOR-20/309
15.47
5260
81372.2
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12mm Cement plaster of mix
-
-
-
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1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2)
357.94
164
58992.09
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Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.
-
-
-
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1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) (SOR-281)
13.81
5820
80374.2
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Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing. MORTH-9.06 E/Case-II
11.76
8226
96748.34
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Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. (DSR-2018/13.41)
-
-
-
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New work (two or more coats) over and including priming coat with cement primer. DSR-2018/13.41.1
141.5
83
11835.06
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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: (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. 22.7 (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-incharge 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 65mm. SOR(22.7) (d) finishing the surface with 20 mm thick jintless cement morter mix 1:4 (1 cement 4 coarse sand)
25.1
1066
26758.86
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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.Thermo-Mechanically Treated bars of grade Fe-500D or more. (Sail Steel) DSR-18/5.22.6
-
-
-
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10mm to 12mm tor
1225.77
88
107953.56
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Provinding and fixing glass panes with putty and glazing clips in steel doors, windows,clerestory windows all complete with : 4.0 mm thick glass panes. DSR-2018/10.30.1
2.16
862
1863.82
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Lettering with black Japan paint of approved brand and manufacture (Rate as per DSR 2018/13.71/P-234)
200
2
546
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Providing and laying D.P.C 2.50 cm thick with
Cement concrete Consisting of One Part Cement
1.5 part of Coarse Sand and three part of approved 10 mm graded Stone grit and including water proofing martreial as approved by the Engineer-In-Charge in the proportion as specified by manufacturer.SOR(361)-
5.22
330
1722.6
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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. DSR(2018/10.25) (Sail Steel)
-
-
-
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In gratings, frames, guard bar, ladder, railings, brackets, gates
and similar works 10.25.2
644.06
88
57005.75
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Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:
-
-
-
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200 mm dia Ductile Iron Class K-7 pipes Rubber Gaskets Including Based on DAR-18/18.72.3
50
1674
83714.5
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Supply and Installation of required size steel pipe 10mm thick conforming to IS 3589 through trenchless excavation of thrust pit and reciving pit required size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3m below the ground surface in downward required slope.M/S approved . 8820-12% =7875.00
-
-
-
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200 mm dia pipes
12
7875
94500
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Providing and fixing C.l. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 300mm Dia as per site requirement of Rising Main Class I (DSR-18/18.31.6.1)
2
18179
36358.64
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Providing and fixing C.l. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 250mm Dia as per site requirement of Rising Main Class II (DSR-18/18.31.5.2)
2
11504
23008.64
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Excavation in Foundation in ordinary soil (Loam Clay or Sand ) including lift upto 1.50 m and lead upto 30 m and including filling watering and ramming of excavated earth into bthe trenches or into the space between the building and the sides of foundation tranches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation tranches (where machine can not reach/move) (SOR-251a)
-
-
-
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All kinds of soil
4363.2
95
414504
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Providing and fixing C.l. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately)
-
-
-
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Air valve 80mm dia. DSR-18/18.59.2
4
5385
21541.4
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Providing and laying S&S Centrifugally Cast (Spun) Ductile Iron Pipes conforming to IS: 8329: 200 mm dia Ductile Iron Class K-7 pipes. Rate As Per NSI.
-
-
-
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200mm dia Ductile Iron Class K-7 Pipes @ 2978.60 (DSR-2018/18.72.3)
6060
2978
18050316
... More
Providing and laying S&S Centrifugally Cast (Spun) Ductile Iron Pipes conforming to IS: 8329: 300 mm dia Ductile Iron Class K-7 pipes. Rate As Per NSI.
-
-
-
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300mm dia Ductile Iron Class K-7 Pipes @ 5012.08 (DSR-2018/18.72.5)
2200
5012
11026576
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Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) (Rate As Per NSI)
-
-
-
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150mm dia sluice valve (Kirlosker/IVC Make) @ 24073.60 (DSR-2018/18.31.3)
3
24073
72220.8
... More
200mm dia sluice valve (Kirlosker/IVC Make) @ 42038.9 (DSR-2018/18.31.4)
6
42038
252233.4
... More
300mm dia sluice valve (Kirlosker/IVC Make) @ 78372.6 (DSR-2018/18.31.5)
2
78372
156745.2
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Providing and fixing Reflex Valves upto 600 mm dia rate as per (NSI)
2
61284
122568.2
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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. (Sail Steel)
DSR-18/10.25.2
2500
88
221275
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Supply and Installation of required size steel pipe 10mm thick conforming to IS 3589 through trenchless excavation of thrust pit and reciving pit required size and the excavation & filling back & compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3m below the ground surface in downward required slope. N.S.I
-
-
-
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200mm dia @ 8820-12%
220
7875
1732500
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300mm dia @ 12690-12%
200
11330
2266070
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm 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 20mm nominal size ) , i/c 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 : 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 common burnt clay F.P.S.(non modular) bricks of class designation 100.
-
-
-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR-18/18.33.1
11
6723
73955.2
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New Tubewells (Pumping Plant of Electric Equipment and Electric panel Room) All item cost in (57,02,885.91 x 2 total cost = 1,14,05,771.82)
2
5702885
11405771.82
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Labour Cess and GST will be paid extra as per govt. orders
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-
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