Gorakhpur Industrial Development Authority Tender
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Gorakhpur Industrial Development Authority Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date13 Jun 2023
Closing Date3 Jul 2023
Tender Amount₹ 3,84,19,649
Costs
EMD
₹ 21,21,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_UGIDA_811716_1Bid Award Id
ViewTender No
918/ABHI.NI.6/CIVIL/2023-24 DT. 12.06.2023Tender Authority
Gorakhpur Industrial Development Authority ViewPurchaser Address
-Website
http://bidplus.gem.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
20mm thick damp proof coarse with cement and approved course sand in 1:2 including 5% water proofing materials of in the proportion as specified for proper complition of the work and including ciring and shuttering as necessary.
11.5
3020
262.67
Same as item no. 4 but in super structure inl:6 cement & medium sand martor.
30.52
206818
6776.48
M.S Angle iron chaukhat of 40mm x 40mm x 6mm size supplky and fixing including simple moulding straight work as in chaukhat and also supply of all materials,labour T&P etc. Required for proper completion of the works.
7.5
89404
11920.66
Supply and fix 35mm thick sheesham wood fully Panelled windows shutters including supply and fixing of wooden cleats and stops and fixing adjustments of hinges bolts locks handles spring and other fittings
15
60418
4027.87
supply and fixing of hold fast in doors and windows of size 25cm x 4cm x 9mm flat iron including their cutting and moulding and weilding to required shape also including other materials such as nails and screws etc, required for proper completion of the works.
64
6080
95
R.C.C work with cement coarce sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 excluding supply of reinforcement and its banding but including its fixing and binding the same with 0.5mm thick binding wire (to be supplied by the contractor) and including centering and shuttering supply of all materials , labour T&P required for proper completion of the work.
0.18
2023
11242.5
R.C.C.in sun shade with cement, course sand and 20mm gauge approved stone ballast in proper ration of 1:1.5:3 including supply of reinforcment and it bending and including its fixing and binding its fixing in position with centering , curing supply of all materials labour T&P etc. required for proper completion of the work.
0.22
2344
10658.52
same as item no. 10 but in lintel
0.92
9805
10658.52
same as item no. 10 but in slab
5.4
63187
11701.32
Mild steel or iron work in plain work such as R.C.C works wrought to required shape as necessary including bending and supply of steel, wastege over lapping and hooks etc. complete required for proper completion of works.
7.56
70481
9322.94
Mild steel gril in windows ,wrought to required form including suppply of all materials , labour, T&P etc.. Required for proper completion of the works.
6.42
76530
11920.66
Supply and lay complete 40mm thick insulation layer of sand clay over rainforcment bricks or cement concrete.
41.46
2116
51.05
Lime concrete with 25mm gauge bricks ballast white lime ans surkhi in the proportion 100:18:36 in roof terracing including supply of all materials labour T&P required for proper completion of the works.
4.16
20537
4936.89
12mm thick plaster with cement local sand and mortar in 1:6 (over brick work with 3mm floating coat of neat cement including supply of all materials,labour,T&P etc required for proper completion of works from GL.upto super structure.
366.36
58668
160.14
Same as above but in proportion l:4with cement and fine sand morter on ceiling.
34.24
6587
192.39
25 mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge approved stone ballast laid in panels finished with 3mm floating coat of neat cement and 7.5cm thick base concrete consisting Ipart of cement 4part of local sand 8 part of 1st class brick ballast 4cm gauge in the proportion of 1:4:8 and removing any over lapping or mortar at the joints of panels if any and giving them uniform finish including supply of all materials labour anf T&P etc required for proper completion of the work.
36
22760
632.24
20mmthick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels finished with 3mm floating coat of neat cement or 1:5 cement and marble dust including supply of all materials labour T & P etc required for proper completion of the work.
13.6
6822
501.66
supply and fix 40mm thick fully panelled wood shutter including supply and fixing and adjust of handle,bolt,locks,hings,springs and other and fittings but excluding painting and suppy of fitting.
20
80557
4027.87
Same as above but fully glazed windows shutters.
9.82
33333
3394.44
Supply and fixing of oxidized iron fittings for door & window.
14.4
7200
500
Painting or varnishing new iron work in small areas or new wood work with one coat priming and two caot of approved paint or varnish including supply of all materials, labour and T&P etc required for proper completion of the work.
86.42
14525
168.08
Finishing wall with waterproof .Cement paint of approved make and quality over one priming coat on new work with two coats, to give an even shade. Including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work for inner side.
188.38
19201
101.93
Finishing wall with water proof .Cement paint of approved make and quality over one priming coat on new work with two coats, to give an even shade. Including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work for outer side.
204.08
20801
101.93
Provide and Fixed R.C.C. Precast jalies of 30cm x 60cm size including supply of all materials, labours T&P etc.required proper completion of works.
8
4800
600
Supply and fixing of rolled steel joists 150mm x 100mm x75mm including its painting with approved paint and also one coat of primer.
2
15000
7500
Cartage & cost of earth work in filling in plinth including supply of excavation earth from distance of 8 km.
41.56
19689
473.77
Supply of all materials ,Labour ,T&P etc. required for construrction of 250mm dia S.C. Drain.
70
31500
450
Supply of all materials ,Labour ,T&P etc. required for construction of stilling chamber,V Notch etc. complete.
2
27400
13700
Rain water down pipe 100mm dia PVC with fixed MS clamp etc. including supply of all materials labour ,T&P etc. required proper completion of works.
16
7493
468.33
Anti termit treatment
62
18600
300
Rising Main Supply of the following sizes of D.I. pipes Class K-7 conforming to latest I.S. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance. 200mm Dia K-7
540
1148580
2127
Supply of D.I. S/S or flanged Specials conforming to I.S. 8329/2000 Suitable for above C.I.S/S pipe F.O.R destination including all Taxes and insurance. (Total Cost of item No-36)
540
114858
212.7
Supply of the following sizes of D.I. Double flanged sluice valves as per I.S. 780/1969 class-1 working pressure 10kg/Sqcm F.O.R Destination including all taxes and Insurance. 200mm Dia
2
28000
14000
Excavation for pipe line trenches in ordinary soil,(lime, clay or sand including lift up to 1.5m and lead up To 50m and refilling, watering, ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches . 200mm Dia K-7 for T.W.
518.4
120035
231.55
Carting from the store (up to 8 Km.) The following sizes of D.I. double pipe k-7 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints. 200mm Dia K-7 for T.W.
540
43891
81.28
Carting of D/F Sluice valves of following sizes to the site of works lowering them into already prepared trenches and fixing them In position including supply of jointing materials such as bolt nut, rubber insertion white lead complete with excluding values and specials required but including the testing etc. complete excluding values and specials required but including the testing etc. complete. 200 mm dia
2
1399
699.59
Supply of all materials, labour T&P etc. required and construct masonry type sluice valves chamber as per type design including supply and materials labour, T&P etc. complete.
2
50200
25100
Supply of all materials, labour, T & P etc. required and construct thrust blocks at the bends.
2
45400
22700
Over Head Tank Supply of all the materials, labour T&P and construction of a R.C.C. Over head tank above ground level with main components, based on IS-3370 or liquid storage concrete in over head tank and foundation concrete as per specification in I.S. 2911.
800 K.L. with 20 M staging
800000
11032000
13.79
(i) All Components of OHT will be casted in M-30 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S. 456.
-
-
-
(ii) Minimum depth of founditation below original ground level will be 2.0 M.
-
-
-
(iii)Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure.
-
-
-
(iv)The asumed bearing capacity of soil has been taken as 8 M.T. sqm.
-
-
-
(v)1m wide RCC stair case from ground lavel to balcony.
-
-
-
(vi)M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bootom dome).
-
-
-
(vii)1 m wide R.C.C. balcony around the tank at the junction point of vertical wall and conical wall.
-
-
-
(viii)Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, arround the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. posts of 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.
-
-
-
(ix)Proper ventilator at top dome in circular shape of 1.2 m dia along with an R.C.C. cover of minimum 1.50 m dia and 7.5 cm thickness, pillar of vintilator should be minimum 50 cm dia. The space between top dome and R.C.C. cover should be covered with mosquito net of standered qualitity along with expended mentaled jail.
-
-
-
(x)Water level indicator febricated with good quality min. 45 x 45 x 6 mm. 6 mm flat and M. S. angle, flat 3 mm thick M. S. Sheet. The indicator board scale made of 3mm thick M.S. plate should have a clear width of min 25 cm painted with good paint. it should also consists of 3 mm brass wire rope min 4 smooth pulleys about 8 cm dia with guides, 15 cm dia copper ball float which shall be completely wate tight suitable pointer of brass etc.
-
-
-
(xi)Lightening conductor as per I.S.S. 2309 of its latest amendments of latest electricity rules. It should consist proper elevation rod with 5 or more fork points proper down conductors of prescribed mental of proper size prescribed by ISS 2309-1969 and ISS 3013-1966.
-
-
-
(xii) D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixe at top dome at proper place.
-
-
-
(xiii) Supply, fixing, jointing of following size of D.I. D/F Pipes with D.I. D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, over flow and washout as per latest / relevent I.S. specifications with all jointing materials for proper completion of work including other appurtenant works and execuvation in all types of soil.
-
-
-
(a) Inlet 200 mm (52.00M)
-
-
-
(b) Outlet 250 mm (22.00M)
-
-
-
(c) Over flow 200mm (26.00M)
-
-
-
(d)Wash out 100 mm (22.00M)
-
-
-
(xiv)Supply and Fixing of following sizes D.I. D/F sluice valves with hand wheels as per I.S.S. 700/1969 or its latest pressure 10 kg/sqcm including cartage from its store to the site of work, lowering them into trenches, fixing in position & testing etc. complete.
-
-
-
Inlet 200 mm (02 No)
-
-
-
Outlet 250 mm (01 No)
-
-
-
Wash out 100mm (01 No)
-
-
-
(xv) Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit under each duck foot bend to support the vertical pipes. These bed blocks should supported on the raft not on the soil.
-
-
-
(xvi) Construction of surface box type Sluice valve chamber for above sluice valve (3 No.) as per departmental type design and drawing including supply and fixing of 150 mm x 150 mm size C.I. surface box including locking arrangement.
-
-
-
(xvii) Construction of washout/ overflow chamber as per departmental type design and drawing.
-
-
-
(xviii) Construction of P. C. C. Floor & Drain and all other necessary work as per departmental type drawing and design.
-
-
-
(xix) Painting of all concrete surface and steel pipe worrks with three coats of approved cement paint and anticorrosive paints.
-
-
-
(xx) Testing & Commission etc. all complete work.
-
-
-
Testing of bearing capacity of soil from a reorganized Govt. Engineering College or as directed by department.
1
112000
112000
Supply of 200mm dia PVC pipe as per latest/relevant I.S. specification including all taxes and insurance etc. F.O.R. destination for disposal of water from overflow and washout chamber to suitable points outsides the water works compound including excava
30
20394
679.8
Distrubution System Supply of the following size and type of pipes with coupler and all jointing materials such as solvent cement rubber rings etc. including F.O.R. destination and all taxes, insurance and with loading unloading and stacking etc. complete
-
-
-
D.I.Pipe- K-7 as per IS code 8329/2000
-
-
-
300 mm dia
56
200984
3589
250 mm dia
63
176085
2795
200 mm dia
150
319050
2127
H.D.P.E.Pipe P E-100
-
-
-
160 mm dia
462
271194
587
140 mm dia
2714
1224014
451
110 mm dia
2148
605736
282
90mm dia
4620
900900
195
Supply of special for above pipes 10% of Cost of DI Pipe
-
-
-
300 mm dia
56
20098
358.9
250 mm dia
63
17608
279.5
200 mm dia
150
31905
212.7
Supply of special for above pipes 5% of Cost of HDPE Pipe
-
-
-
160 mm dia
462
13559
29.35
140 mm dia
2714
61200
22.55
110mm dia
2148
30286
14.1
90 mm dia
4620
45045
9.75
Excavation for pipe line work in ordinary soil (loam, clay or sand) for pipe line trenches including lift up to 1.50m and lead up to 50m and refilling, watering ramming of excavated earth in to trenches and disposal of surplus earth up to 50m from centre
8140.83
1885009
231.55
Carting of the following sizes pipes and special from department store to site of work. (within 8 km or within municipal limit) and lowering them in to trenches and laying true to alignment and gradient including testing of pipeline .
-
-
-
DI PIPE K-7 300 mm dia
56
5616
100.3
250 mm dia
63
5433
86.24
200 mm dia
150
10830
72.2
HDPE Pipe P E -100 160 mm dia
462
26186
56.68
140 mm dia
2714
119578
44.06
90 mm dia
4620
168306
36.43
110mm dia
2148
86843
40.43
Supply of the following size of C.I.D./F sluice valves and scour values as per ISS class 1 working pressure 10kg/cm2 F.O.R. destination including all taxes and insurance.
-
-
-
Sluice valves
-
-
-
250 mm dia
1
15680
15680
200 mm dia
1
14000
14000
125 mm dia
3
23520
7840
80 mm dia
1
5600
5600
100 mm dia
1
5913
5913
Scour Valves
-
-
-
80 mm dia
1
5600
5600
supply of 20mm screwed down type aie valve with gun mettel sheet FOR destination including all taxes and insurence
2
7548
3774.4
Carting of C.I.D./F sluice valves and scour valve of following sizes to the sites of works lowering them into already prepared trenches and fixing them into position including supply of jointing materials such as bolts, nuts, rubber, insertion, white lead etc complete.
-
-
-
Sluice valves
-
-
-
250 mm dia
1
1358
1358.43
200 mm dia
1
699
699.59
125 mm dia
3
1290
430.16
100 dia mm
1
430
430.16
80 mm dia
1
430
430.16
Scour Valves 80 mm dia
1
430
430.16
Carting from site store the 20mm dia screwed down air valves to the site of the works lowering them into already prepared trenches and fixing them in position including boring and threading the main etc complete including cost of bailing out of water supply of jointing materials
2
1452
726.02
Provide all materials labour T&P etc. required and construction single tap pillar type stand post as per departmental type design.
10
56900
5690
Supply of all materials labour T&P etc required and construct following chamber as per departmental type design masonry type.
-
-
-
Sluice value chamber (masonry type)
2
50200
25100
Sluice value chamber (surface box type)
5
24500
4900
Air Valve Chamber
2
16400
8200
scour Value Chamber
1
25100
25100
Dismentling of following type of surface including sorting out and stacking of serviceable materias and disposal of unserviceable materials uptu a distace of 15 meters
-
-
-
Bituminous Road
1649.52
254026
154
Inter Locking Road
132.46
18676
141
Reinstatement of following type of surface including sorting out and stacking of serviceable materias and disposal of unserviceable materials uptu a distace of 15 meters
-
-
-
Bituminous Road
1649.52
2776142
1683
Inter Locking Road
132.46
130473
985
Provision for crossing of nalas , road, culvert and embankments(bundhs) etc. including shifting of telephone cables etc. along the alignement of Pipe line including supply of C.I.Tyton pipes and specials, and their laying and jointing testing etc. complete.
-
-
-
I-Nala / culvert crossing
20
392000
19600
Making House Connection with 25mm (OD) MPDE pipe with (63mm to 160mm) distribution main.
150
750000
5000
Boundary Walls Provide of materials, labour T & P etc required for proper completion of work and construct boundary wall
150.4
887360
5900
Provide of materials, labour T & P etc required for proper completion of work and construct pillers as per type design and fixing of gate 3.6 meter wide gate and 1.2 meter wide wicket gate
2
129600
64800
Provide of materials, labour T & P etc required for proper completion of work and construct interlocking approach road in water works campus
159
156615
985
Provide of materials, labour T & P etc required for proper completion of work including levelling, dreasing and filling of earth where naccessary for develop of water work site including carraige of work
1629
771771
473.77
Provision for arboricculture for development of water works compound
1
5000
5000
site clearance &other unforseen items
1
2000
2000
STAFF QUARTER (TYPE - 1) Excavation in foundation in ordinarysoil (loam, clay or sand) including lift up to 1.5m and lead up to 50m. Filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth up to a distance of 50m. from the centre of the foundation trenches.
48.21
8720
180.88
Concrete with 40 mm gauge brick ballast, local sand and cement in proportion (12 : 6 :1) in foundations and floors including supply off all materials, labour T and P etc. required for proper completion of the work.
9.71
44592
4592.41
I class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials labour, T& p etc. required for proper completion of the work.
34.12
208699
6116.62
As in item 168 above but in superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1 brick.
60.02
389790
6494.35
As in item 168 above but in 1:4 superstructure including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1/2 brick wall.(court yard)
3.21
23481
7315.01
25 mm thick damp proof course with cement, approved course sand and 12 mm. stone grit in 1:1.5:3 including 5% water proofing materials of in the proportion as specified for proper complition of the work and including curing and shuttering as necessary.
21.56
5663
262.67
R.C.C work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in lintels of doors and windows,slab&chhaja excluding supply of reinforcement and its bending, but including its fixing and binding the same with 0.50mm thick binding wire(to be supplied by the contractor) and including centering and shuttering, supply of all materials, labour, T & P etc. required for proper completion of the work.
-
-
-
Slab
8.12
95014
11701.32
Beam /Lintal- Ver.
1.16
14891
12837.47
Chhaja -Ver.
1.75
20477
11701.32
Mild steel or iron work in plain work such as R.C.C. or R.B. work (when not included, in over all rates) ,wrought to required shape as necessary incluiding bending for proper complition of the work incluiding supply of steel and wastage.
871
81203
93.23
Cement concrete with 20 mm gauge approved stone ballast,coarse sand and cement in the propotion of 4:2:1 including supply of all materials labour, T & P etc. required for proper completion of the work.
0.8
6563
8204.01
Supply &fixing of angle iron of size 40*40*6mm door chaukhat including fixing of holdfast &125 mm size heavey duty hinges etc. complete. 0.75*2.10 - 8no. & 0.9*2.10-6no.
270
25172
93.23
Supply &fixing of angle iron of size 40*40*6mm window chaukhat with grill including fixing of holdfast & 100 mm size heavey duty hinges etc. complete. 1.20 * 1.50 - 4no,1.20 * 1.10 - 2no., 0.50*1.50 - 2no.
470
43818
93.23
Supply and fixing of 35 mm thick plywood door shutter including AL drop tower bolt,handle,silencer & stoper etc. complete.All the accessaries should be heavey duty & approved make & quality.
14.49
28287
1952.19
Supply and fix 35mm thick sheesham wood fully Panelled windows shutters including supply and fixing of wooden cleats and stops and fixing adjustments of hinges bolts locks handles spring and other fittings
19.29
77697
4027.87
Supply and fix 35mm thick shesham wood fully panelled windows shutters excluding supply and fixing of wooden cleats and stops and fixing adjustments of hinges bolts locks handles spring and other fittings.
1.5
6041
4027.87
Supply &Fixing of oxidized iron fitting for door& window.
Same as item no. 10+11+12
35.28
7056
200
Providing and fix M.S squire bar ventilators over opening including supply of all materials, labour, T&P etc. required for proper completion of work.
300*300mm 3Kg Each
18
1678
93.23
12 mm thick plaster in 1:6 with cement and local sand mortar over brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.
186.3
29834
160.14
12 mm thick plaster in 1:6 with cement and local sand mortar over rough face of one brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.
325.81
61890
189.96
20mmthick cement plaster in dado or skirting in (1:2) consisting of cement and coarse sand laid in panels finished with 3mm floating coat of neat cement or 1:5 cement and marble dust including supply of all materials labour T & P etc required for proper completion of the work.
37.16
18641
501.66
11.5 cm string or drip-coarse in1:6 cement and local sand mortor
43.31
16787
387.61
Sand filling in plinth including supply of necessary quantity of sand from A distance not exceeding 10 km. from the site of work and including watering, dressing, etc. Rate to include the cost of all materials, labour, T and P etc required for proper completion of the work.
32.71
39852
1218.35
25mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified over and including 75mm thick base concrete consisting of cement local sand and 1st class brick ballast 40mm gauge in the proportion of 1:4:8 and removing any overlapping or mortar at the joints of panels if any and giving them uniform finish including supply of all materials labour and T and P etc. required for proper completion of the work.
62.62
39590
632.24
25mm thick 1:2:4 plain cement concrete floor with cement coarse sand and 20mm gauge stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified.(without base concrete.)
1.02
454
445.41
First class brick floor laid in cement & local sand mortor (1:6). Pointing with 1:2 cement mortor over 75 mm thick base concrete in (1:4:8) cement, local sand & 40 mm gauge bric ballast.
53.97
57433
1064.18
Supply & lay complete 40 mm. thick Insulation layer of sand & clay over R.C.C.roof.
62.62
3196
51.05
Concrete with 40 mm gauge brick ballast, white lime &surkhi in proportion of 100:18:36 in roof -trracing including supply off all materials, labour T and P etc. required for proper completion of the work.
4.7
23203
4936.89
Painting or varnishing on new iron work in small areas or new wood work with one coat priming and two coat of approved paint or varnish including supply of all materials, Labour and T & P etc required for proper completion of the work.
95.16
15994
168.08
White washing three coat including supply of all materials labour and T and P etc. required for proper completion of the work.
409.48
41738
101.93
Finishing wall with waterproof cement paint of approved make and quality over one priming coat on new work with two coats, to give an even shade. Including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work.
186.3
18989
101.93
Provide and fix 100mm dia.A.C. down pipe complete with rose heads bands with eye hole and groutings etc fixed to walls with suitable clamps .
22.2
10351
466.27
For electrification work in to building
10% of sub total
1466806.77
146680
0.1
For sanitation work in to building
10% of sub total
1466806.77
146680
0.1
Tube Well -2nos Drilling of Borehole for Tubewell construction by DC/RC/DTH Rig Machine including transportaion, erection, dismantling of Rig and assosiated T&P complete in all respect including required all material labour etc.
-
-
-
RIG Transportation for Tube Well Construction
-
-
-
Transportation, Installation Dismantling of Rig machine and logging of bore hole
2
318957
159478.88
600 MMØ DC/RC Drilling up to 100 meter
200
484400
2422
600 MMØ DC/RC Drilling from 101 meter to 200 meter deep
112
240128
2144
150 MMØ Tubewell assemling supply + Fitting and specials
160
304000
1900
300 MMØ Tubewell assemling supply + Fitting and specials
72
273600
3800
150 MMØ MSERW Pipe Slotted as per IS 8110
48
134400
2800
MS fittings such as clamp, bail plug, reducer, well cap, girder & support structure
2
64590
32295
MS fittings such as ring & centre guide
280
132070
471.68
Lowering of above assembling with building of parts complete in all respect with all required material t & P labour etc uptu 100 meter
-
-
-
150 MMØ MSERW Plane/Slotted Pipe
128
35968
281
300 MMØ MSERW Plane/Slotted Pipe
72
33984
472
Lowering of above assembling with building of parts complete in all respect with all required material t & P labour etc uptu 101 to 200 meter
-
-
-
150 MMØ MSERW Plane/Slotted Pipe
80
30080
376
Supply and unconsolidated packing of gravel with suitable size
118.38
887850
7500
Tranportation, Installation Dismantling of 250/400/600 PSI Compressor
2
84240
42120
Charges for Development by 400 PSI Compressor per hour
120
378492
3154.1
Tranportation, Installation Dismantling of 1 Cusec to 3 Cusec OP Unit and Yield test, water test
2
134450
67225
Charges for Development of TW by 3 cusec OP Unit
200
239200
1196
Pumping Plants & Chlorinating Plants.(2nos.) Pumping Plant:-
SITC of Pumping plant including pumps with motors starter, pannel, cable, complete in all respect with all required material T&P labour with 41m head and 400 lpm discharge.
-
-
-
15 HP
2
504200
252100
Pressure Transmitter
2
86240
43120
Valves:-
Supply and carting up to site of work of the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
-
-
-
Sluice Valve 100 mm dia
2
28910
14455
Electrically operated Sluice Valve PN 1.0 dia 100 mm
4
500000
125000
Check Valve PN 10 DPCV dia 100 mm
2
55039
27519.8
Dismantling Joint PN 1.0 dia 100 mm
4
15695
3923.92
Column Pipe:-
SITC of Column pipe of MS pipe for connecting submersible pumps
-
-
-
100 mm Dia size - MS pipe
60
94020
1567
SITC of Chain Pulley Blocks
-
-
-
2 Tonne
2
116865
58432.5
Turbidity & Chlorine analyzer
2
546000
273000
100mm Electro Magnetic Flow Meter
2
200000
100000
Chlorinating System:-
Supply , Installation of chlorinating system with dosing pump 0-6 LPH capacity with 100 Litres(1w+1s) tanks,valves ,pipes with required acessories (Automatic dosing system for chemical injection)
2
224000
112000
Electrical & Instrumentation (2nos.) Tube Well Electrification:-
Internal electrificaton of tube well
2
40000
20000
Tubewell Automation System:-
Installation of suitable capacity simple T.W. automation system to control operation of the pumping plant with respect to high/low water level in OHT iwith RTU panel , 7" HMI screen , surge device including enrgy meter inside the pump house with arrangement for communication of data with GSM and GPRS system to show required parameters including all accessories etc. complete in all respect as per instructions of Engineer -in –charge.
2
750000
375000
25KVA Stabaliezer
2
408888
204444.44
Radar type Level Transmitter
2
240000
120000
Control Panel:-
control panel for all power equipments with IP 54 protection
2
240000
120000
Cabling for Tube Well:-
complete cabling for tubewell inlcuding all power and controlcables of all equipments at pumphouse and OHT
2
120000
60000
Installation Testing and Commissioning
2
120000
60000
Solar Lamp Posts for Yard lighting,40 watt
4
120000
30000
Sinage board at water works area
2
40000
20000
Transmission Line (2nos.) 25 kva 11kv/0.4 kv 3 phase 50 Hz transformer with double pole
2
391400
195700
Charges of Energy meters
2
40000
20000
Transmission line from nearest exiting 11 kv power supply line to pump house.
1.5
713670
475780
System loading charges
34
112200
3300
Testing & Designing.
1
500000
500000
Total (Applicable G.S.T @18% Extra in All Item )
-
38419649
-
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