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 Dec 2024
Closing Date20 Dec 2024
Tender Amount₹ 68,53,558
Costs
EMD
₹ 1,38,000Document Cost
₹ 1,870Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GNIDA_981719_21Bid Award Id
ViewTender No
SM/(E-TENDER CELL)/2024/542 DATED- 06.12.2024Tender 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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Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
-
-
-
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As in item 279 above but in proportions of 8:4:1SOR/5.08/281
4.89
5820
28459.8
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Same as item no. 303 but in 1:4 one cement & four fine sand of 1.25 F.M. mortar.
-
-
-
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Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar. SOR/6.04/305(A)
20.72
4950
102564
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2 cm thick Damp Proof Course with Cement and approved coarse sand 1:2 with and including water proofing as ordered by the Engineer incharge in the proportion as specifiedby the manufacturer including supply of all materials, labour, Tools & plants etc. required for proper completion of the work and including proper curing & shutterings as necessary.
-
-
-
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As in item 360 above but 2.5 cm thick and of cement concrete consisting of 1 part cement, 1½ parts approved coarse sand and 3 parts approved 10 mm. graded stone grit and including water proofing material as ordered by the Engineer incharge in the proportion as specified by the manufacturer. S.O.R./7.02/ 361
6.58
330
2171.4
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Painting on DPC or over roof slab one coat of air blown bitumen S-35(60/70) or S-90 (80/100) grade @ one Kg/Sqm including cost of fuel wood other materials, labour T&P etc. required for proper completion of work. S.O.R. /7.03/362
6.58
60
394.8
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M-150 Brick Work in 1:6 cement & fine sand 1.25 F.M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work.
-
-
-
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Same as item no. 305 but in 1:4 one cement & four Coarse sand of 2.20 F.M. mortar.SOR/6.07/305(A)
20.57
4950
101821.5
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As in item 303 to 307 above 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.SOR/6.07/309
20.57
310
6376.7
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M-150 brick work in 1:4 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. Wall half brick thick (UPPWD/SOR-2020/310(A))
35
5590
195650
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Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, 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 M-25 grade reinforced cement concrete by using 330Kg of cement per cum of concrete. All work upto floor V level.AOR/1
4.8
8043
38611.06
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete TMT Bars. AOR/2 (Sail Steel)
625
86
54200
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Providing and fixing of factory made ISI marked steel glazed doors, windows and ventilators side/top/center hung with beading and all members such as K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted with 15x3mm lugs, 10cm long embedded in cement concrete blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screw or with fixing clips or with bolts and nuts as required, including providing and fixing of hinges, pivots, float glass panes with glazing clips and special metal sash putty of approved make and a priming coat of approved steel primer excluding the cost of metal beading and other fittings except necessary hinges or pivots complete as per approved design. DSR-10.11.1
40.2
106
4284.52
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces and central crosspiece. AOR/5 DSR-10.5.1
4.62
2962
13688.51
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12mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 : cement : 6 coarse sand).DAR/AOR 6
112
164
18458.72
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6mm cement plaster of mix 1:3 (1 cement: 3 fine sand).SOR/ AOR/7 DSR-13.16.1
38
132
5041.84
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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, ladders, railings, brackets, gates & similar works.DSR SOR/ AOR/8 DSR-10.25.2 (Sail Steel)
151
120
18172.85
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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. 40mm thick with 20mm nominal size stone aggregate. SOR/ AOR/9 DSR-11.3.1
25
403
10075.75
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Cement plaster skirting (upto 30cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement 18mm thick.SOR/ AOR/10 DSR11.6.1
3.5
321
1125.99
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Providing and fixing glass strips in joints of terrazzo/cement concrete floors. 40mm wide and 4mm thick. SOR/ AOR/11 DSR-11.13.1
36
37
1346.4
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roots, balconies, terraces etc. consisting of following operations: --
-
-
-
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Applying a slurry coat of neat cement using 2.75Kg/Sqm. of cement admixed with proofing compound confirming to IS: 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.
-
-
-
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After two days of proper curing applying a second coat of cement slurry using 2.75Kg/Sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge.
-
-
-
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Finishing the surface with 20mm thick joint less 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 fiber cloth of approved quality in top layer of plaster and finally finishing the surface with
-
-
-
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The whole terrace so finished shall be flooded with water for a minimum period 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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Correction Slip. SOR/ AOR/12
37.5
1068
40057.88
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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.(Sail Steel)
-
-
-
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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
353.05
88
31248.46
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Making Khurra 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement: 3 coarse sand) and o coat of neat cement rounding the edge sand making and finished the outlet complete.SOR/12.22
1
120
120
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White washing one coat including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.SOR6.01/671
120
9
1080
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Washed marble grit plaster on exterior walls of height upto 10M above level in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tools, applying cement slurry on the under layer @ 2kg of cement per square meter, top layer 15mm cement plaster 1:½:2 (1 cement : ½ coarse sand : 2 stone chipping 10m nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water to expose the stone chippings, complete as per specifications and direction of Engineer-in-charge (payment for providing grooves shall be made separately). SOR/AOR14 DSR-13.72
166
560
93121.02
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Distempering (first coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetic materials and sand papered smooth including supply of all materials, labour, Tools & plants etc. required for proper completion of the work.
-
-
-
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As in item (649) above but for every coat after the first coat.SOR/649+650
166
69
11454
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Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finished the groove complete as per specifications and direction of the Engineer-in-charge. 15mm wide and 15mm deep groove. SOR/AOR15 DSR-13.73.1
36
31
1147.68
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. SOR/AOR14 DSR-4.17
15.5
527
8181.99
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Providing and fixing on wall face unplasticised Rigid 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 10mm gap for thermal expansion. DSR-12.4.2
-
-
-
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110mm diameter. SOR/AOR15
5
286
1430.1
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Earth work in embankment in ordinary soil , embankment to be done in 20 cm layers,breaking clods,watering,rolling each layer with 1/2 tone roller or wooden roller or steel rammer and rolling every therd and top most layer power roller or minimum 8 tonne inluding 1.5 Mts. lift and all lead including cartage of earth by machanical transportation and all T & P Labour etcrequired proper completion of work . (SOR-20/253a)
58.25
90
5242.5
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Dry brick on edge flooring in required pattern with bricks of class designation 150 on a bed of 12mm mud mortar including filling joints with jamuna sand (with M-150 bricks) complete. SOR/AOR17
58.5
571
33423.98
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Providing & Fixing of MS Girderof size 250x125mm (Heavy Duty) for lifting tackle above the roof of pump house with proper locking arrangement.A.R./GNIDA
4
3000
12000
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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 ofexcavated earth into the 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 the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only 4.01/251(a)
63.75
95
6056.25
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fone sand) including testing of joints etc. complete 150mm dia R.C.C pipe DSR-13/19.6.3/340
30
347
10424.4
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Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
-
-
-
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With common burnt clay F.P.S.(non modular) bricks of
class designation 7.5 (DSR-2013/18.32.1)
1
1122
1122.15
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PUMPING PLANT
-
-
-
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KSB make submersible pump set, capacity 1500 LPM at 54 m 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 mtr. core submersible cable.
1
59873
59873
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CUBICALE CONTROL PANEL:
-
-
-
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Specification : L.T Control Start Delta starter 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 Ral - 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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(A) INCOMING
-
-
-
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(i)100 A TPN 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 (iv)Set.RYB Phase indicating Led Lights with toggle switch & Protection Fuses - 1 (v)Set.Submersobale cable Finolex 1x3x16mm2 8mtrs.
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-
-
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(B) OUTGOING
-
-
-
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(i)32 A TP Power Contractor of L & T Make - 3 Nos.
(ii)O/L Relay of Range 20-33A of L & T Make - 1 No.
(iii)Fully automatic star delta timer - 1 No.
(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.
1
113750
113750
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MAIN PIPING & VALVE FOR TUBEWELL:-
-
-
-
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Under this following items will be supplied: -
A. 24.0 mtrs. 150mm MSERW double flanged column pipe in 3 mts. Length
B. 1 No. 150mm C.I.D.F. Bend.
C. 1 No. 150mm C.I.D.F. Reflex valve.
D. 2 No’s 150mm C.I.D.F. Sluice valve.
E. 1 No. 150mm CI A/F Tee.
F. 1 Pair column pipe clamp.
G. 1 Set rubber packing & necessary nut bolts.H. 2 No’s 150mm M.S.D.F. pipe in length of 1.50 M
I. 1 No. 150mm M.S.D.F. pipe in length of 1.0 M .
1
153125
153125
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GAUGES
Under this 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. 1No. Control cock.
D. 40 Mtrs. Length of airline with all accessories.
E. Hand air pump.
1
7000
7000
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SPECIAL TOOLS
Under this following items will be supplied: -
A. 2 No. 350mm size pipe wrinch.
B. 1 Set D.E. Spanner.
C. 1 Nos. Screw driver 150mm C.I.D/F reflex valve.
D. 1 Nos. Hummer with handle.
E. Hand air pump.
1
4000
4000
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Rubber resistance sheet size 1mx2mx25mm thick
1
3200
3200
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Chlorinating plant electronic with all accessories.
1
36500
36500
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Provinding & fixing of 200 Amp. Tipc switch fuse unit with HRC fuses with board in place of rewirable kit kat.
1
9700
9700
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Providing & fixing the following:-
-
-
-
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1. Supply & laying of (2x10 sqmm.x3core) flat cable.
90
390
35100
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2. Double earthing complete like earth electrode, earth plate, flat earth stripe etc. complete in all respect.
1
10400
10400
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Painting of pumping plant & other Accessories.
1
3000
3000
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Erection of pumping plant
1
17800
17800
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Testing of pumping plant.
1
4500
4500
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LAYING OF PIPELINE FOR TUBEWELL CONNECTION
-
-
-
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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. (SOR-2020/251(a))
-
-
-
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150mm dia (103.00MX.85MX1.15M)
100.69
95
9565.55
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Providing laying S&S Centrifugally Cast (Spun) / Ductile IronPipes conforming to IS : 8329. (DSR-2018/18.72.2)
-
-
-
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150mm dia
100
1140
114000
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Laying of S&S centrifugally cast (Spun)/Ductile Iron Pipes Conforming to IS : 8329
-
-
-
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150mm Dia
100
137
13713
... More
Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :
-
-
-
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150 mm dia (DSR - 2018/18.73.2)
3
2048
6144
... More
Providing and Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :
-
-
-
... More
150 mm dia (DSR - 2018/18.73.2)
3
137
411.39
... More
Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : (DSR - 2018/18.69.1/P-330)
1.5
13050
19575
... More
Laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : (DSR - 2018/18.69.1/P-330)
1.5
264
396.83
... More
Providing S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 : (DSR - 2018/18.67.1/)
0.5
8571
4285.5
... More
Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as per IS : 13382 : (DSR - 2018/18.67.1/)
0.5
264
132.28
... More
Providing and fixing of C.I. different size nut-bolt with washer (DSR-2018/1957)
-
-
-
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150 mm dia
100
12
1200
... More
P/F of rubber flange joints as per IS 638, BSS-2494 complete in all respect for following dia. .18.70.2
-
-
-
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150 mm dia
10
36
360
... More
Supply and filling with jamuna sand over & below for proper cushion of CI pipe (25Mx0.85Mx0.075M) consolidating and dressing complete. DSR2018/2.27
6.57
460
3022.2
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 using batching plant transit mixer & manual placing . MORTH-20 item-15.11
0.91
8043
7320.01
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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/Cold twisted bars. (Sail Steel) (DSR-18/5.22.6/ AR)
57.1
86
4951.71
... More
LAYING OF PIPELINE
-
-
-
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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 ofexcavated earth into the 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 the Engineer-in-charge upto a distance of 30 M. from the foundation trenches. (Where machine con not reach/move). For Building work only. SOR/4.1.1
2086.92
95
198257.78
... More
Providing and fixing uPVC Pipe (6.0 Kg. per Sqcm pressure) Kisan/Supreme Quality or Equivalent) includes jointing of pipes & fittings with one step uPVC solvent cement & testing of joints complete as per direction of Engineer in Charge. External work
-
-
-
... More
Single socket pipes 110mm diametre. (DSR-18/12.41.2/SOR)
-
-
-
... More
90 mm dia O.D.
942
300
282637.68
... More
110 mm dia O.D.
2220
403
896547
... More
160 mm dia O.D.
200
783
156766
... More
Providing and laying Double Flanged (screwed/ welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536) :
-
-
-
... More
150 mm dia C.I. Double Flanged Pipe DAR-18/18.71.2
80
2340
187236.8
... More
Providing and Fixing Sluice valve as per ISS 780 class PN 1 ISI mark including supply of jointing material such as bolts and nuts rubber insertion while lead testing etc complete ( The tail piece will be paid seperately tapers etc if required will be paid seperately)
-
-
-
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100 mm dia
-
-
-
... More
DAR-18/18.31.1.2
4
3647
14588.36
... More
150 mm diameter
-
-
-
... More
Class II
-
-
-
... More
DAR-18/18.31.3.2
2
5328
10657.9
... More
Providing and Fixing C.l. double action air valve of approved quality with bolt, nuts and rubber insertion etc. Complete ( The tail Piece will be paid seperately tappers etc. If required will be paid seperately 80mm dia. DAR-18/18.59.3
5
7066
35332.4
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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 and180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
-
-
-
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. DAR-18/18.33.1
5
6723
33616
... More
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :
-
-
-
... More
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. DAR-18/18.34.1
6
11504
69026.28
... More
Providing and fixing ball Valve (brass) of approved quality, High or low pressure, with plastic floats complete : DAR-18/18.18.3
-
-
-
... More
25mm Nominal Bore
125
342
42753.75
... More
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : DAR-18/18.20.3
-
-
-
... More
25 mm nominal bore
250
324
81167.5
... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work DAR-18/18.46.3
-
-
-
... More
25 mm nominal bore
625
170
106775
... More
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) DAR-18/18.46.1
-
-
-
... More
25 mm nominal bore
250
124
31070
... More
Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. reqired for proper completion of the work. (SOR-281)
30.66
5820
178441.2
... More
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M25 using batching plant transit mixer & manual placing . MORTH-9.06 D/Case-II
60.22
7951
478864.02
... More
SUBMERSIBLE PUMPING PLANT
-
-
-
... More
TRANSPORTATION OF RIG MACHINE
-
-
-
... More
Carriage of rig machine from div. Store to site work.
40
58
2320
... More
Carriage of rig machine T & P from truck.
120
34
4080
... More
Loading & unloading of T & P.
2
1358
2716
... More
TRANSPORTATION OF TUBE WELL ASSEMBLY
-
-
-
... More
Carriage of tube well assembly, housing pipe, plain pipe.
40
34
1360
... More
Loading & unloading of Tube well assembly i.e. Heavy loads.
2
1358
2716
... More
Drilling of pilot bore by 675/550mm dia R.R. Bit upto required.
-
-
-
... More
Leveling & Dressing of site.
1
10000
10000
... More
Installation of rig machine.
1
16300
16300
... More
Dismantling of rig machine (1/2 of installation
1
8150
8150
... More
Digging and filling of 15x7x1 M3 size pit for water & mud circulation of drilling
210
89
18732
... More
Water arrangement for drilling of bore hole upto lowering &completion of tubewell work.
1
10000
10000
... More
Drilling of 675mm dia bore GL to 65m BGL
65
1981
128765
... More
Drilling of 550mm dia bore 65 to 80m BGL
18
1856
33408
... More
Drilling of 550mm dia bore 80 to 120m BGL
47
2017
94799
... More
Drilling of 550mm dia bore 120 to 160m BGL
47
2124
99828
... More
Drilling of 550mm dia bore 160 to 200m BGL
47
2231
104857
... More
Drilling of 550mm dia bore 200 to 220m BGL
22
2301
50622
... More
Electric logging of pilot bore with resistivity survey.
1
18000
18000
... More
LOWERING OF TUBEWELL ASSEMBLY
-
-
-
... More
Lowering of 350x200mm dia MSERW tubewell assembly pipe upto 200M BGL including filling of pea-gravel in between the annular space of pipe & bore.
-
-
-
... More
350mm dia housing pipe upto 0-60m
65
295
19175
... More
200mm dia pipe 60-80m
23
265
6095
... More
200mm dia pipe 80-120m
47
288
13536
... More
200mm dia pipe 120-160m
47
304
14288
... More
200mm dia pipe 160-200m
47
319
14993
... More
TUBEWELL ASSEMBLY
-
-
-
... More
350mm dia MSERW housing pipe Jindal/Surya/TaTa make 7.1mm thick.
60
5763
345789
... More
350mm dia MSERW slotted pipe Jindal/Surya/TaTa make 7.1mm thick
8
5100
40800
... More
200mm dia MSERW slotted pipe Jindal/Surya/TaTa make 7.1mm thick.
102
3414
348243.3
... More
200mm dia MSERW slotted pipe Jindal/Surya/TaTa make 7.1mm thick.
48
4320
207360
... More
350x200mm M.S reducer with 12mm thik. M.S Plate
1
6500
6500
... More
350mm dia well cap with 12mm thik. M.S Plate
1
2500
2500
... More
350mm dia M.S ring with 12mm thik. M.S Plate
1
2300
2300
... More
350mm dia M.S clamp with 12mm thik. M.S Plate
1
4200
4200
... More
200mm dia M.S ring with 12mm thik. M.S Plate
30
1400
42000
... More
200mm dia bail plug with 12mm thik. M.S Plate
1
1800
1800
... More
200mm dia Centre guide with 12mm thik. M.S Plate
10
900
9000
... More
Girder for tube well assembly support
1
13435
13435
... More
PEA GRAVEL
-
-
-
... More
1.6mm to 4.8mm Lal-Qua/Chandigath Pea-gravel screened
85
4850
412250
... More
TRANSPORTATION OF AIR COMPRESSOR & T&P
-
-
-
... More
Carriage of 600/350 PSI Air Compressor by breakdown service from Div. Stone of work.
40
58
2320
... More
Carriage of 600/350 PSI Air Compressor & T&P
40
34
1360
... More
Loading & unloading of T & P
2
1358
2716
... More
DEVELOPMENT OF TUBEWELL BY 600/350 PSI AIR COMPRESSOR
-
-
-
... More
Errection of 600 PSI Air compressor & camp equipage
1
10000
10000
... More
Development of T/W by 600 PSI air compressor
60
4425
265500
... More
After completion of work dismentaling of compressor with T & P
1
5000
5000
... More
TRANSPORTATION OF O.P UNIT & T&P
-
-
-
... More
Carriage of 3 Cusec Capacity O.P Unit by break down
40
58
2320
... More
Carriage of unit T & P from Div. Store to site work
40
34
1360
... More
Loading & unloading of T & P
2
1358
2716
... More
Development of T/W by 3 CUSEC O.P. UNIT
-
-
-
... More
Errection of O.P. Unit & Camp Equipage
1
16090
16090
... More
Development of Tubewell
100
1010
101000
... More
After completion of work dismentling of O.P. Unit
1
8045
8045
... More
Yield test of tube well by O.P. Unit & Testing of water for Chemical & Bactorial Test
1
4532
4532
... More
Labour Cess and GST will be paid extra as per govt. orders
-
-
-
Evaluation Notes How It Works ?
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