Zilla Parishad Tender
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Costs
EMD
₹ 19,300Document Cost
₹ 1,250Tender Fee
Refer Documents
Summary
Installation Of Solar Based Water Tower In Hand Pump In Kashitad Village Under Baghmara Panchayat (2) Modidih Under Baghmara Panchayat Installation Of Solar Based Water Tower In Hand Pump In Front Of Village Pond (3) Installation Of Solar Based Water
Description
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Contact
Tender Id
2024_ZPDH_95639_12Bid Award Id
ViewTender No
6/2024-25/DE/ZPDH/DHANBADTender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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supplying all materials, labours and fixing IM-II hand Pump with all accessories all complete job as per direction of E/I including carriage of materials. (SOR DWSDPage No.- 66-137)
3
173
521.73
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Supplying all tools equipments and labour and lowing 32 mm dia medium quality G.I. Pipe in drilled T/W in 3 Mtrs. Length all complete as per dirction
E/I including carriage of materials. (SOR DWSDPage No.- 66-135)
72
18
1326.24
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Supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of E/I
including carriage of materials. (SOR DWSDPage No.- 66-136)
3
228
686.07
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Supplying ISI marked special Water Tank Assembly Mark-II (G.I.) conforming to IS 15500/2004 with latest revisions suitable for dual water supply
arrangement. (SOR DWSDPage No.- 41- 66(a))
3
1572
4718.82
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Supplying ISI marked C.I. Cylinder assemble complete set for Mark-II conforming to IS 15500/2004 with latest revisions. (SOR DWSDPage No.- 41-70(a))
3
2507
7522.5
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Polythene water storage tank of mark with cover and sitable locking system in double layer confirming to IS :12701-1996 WITH LATEST REVISION (SOR DWSD Page No.- 31- M079)
6000
7
46560
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(3) Civil Work
Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (5.1.1)
33.98
151
5158.83
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Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) (5.1.2)
33.98
15
527.03
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Filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) (5.1.7)
22.65
55
1252.27
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Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10)
2.12
589
1251.97
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Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (5.6.3)
27.87
330
9206.8
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Providing P.C.C. M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. (5.3.1.2)
2.12
4598
9765.46
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Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1)
6.33
5989
37907.73
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Centering and Shutering including strutting propping etc.and remove all (Foundation, Footing bases of Column etc for mass concrete) (5.3.17.1)
11.15
194
2168.34
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Centering and Shutering including strutting propping etc.and remove all (Column, Pillers, Piers and abutment etc) (5.3.17.6)
7.4
465
3444.95
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Centering and Shutering including strutting propping etc.and remove all (Lintel, Beams, Plinth Beam and Girders etc) (5.3.17.5)
7.4
363
2694.27
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Providing T.M.T. Reinforcement of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. (5.5.5b)
0.63
80879
51196.45
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Providing 12mm cement plaster(1:6) with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. (5.7.3)
3.7
165
613.66
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Carriage of Material
Sand From (Lead 1+25 Km.(P))
6.3
521
3282.8
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Bricks from (Lead (1+14) Km.(P))
0.9
1015
914.04
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Stone Chips From (Lead 30 Km.(P))
7.35
561
4126.29
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Cement+Steel From (Lead 15 Km.(P))
4.02
549
2207.38
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(4) Construction of Galvanized Tubular Steel Structure for HDPE Water storage Tank & Panel Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge, including cutting fabricating, hoisting, erecting and fixing in position, making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete. (DSR 10.16.1)
1531.99
134
206037.6
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(5) Estiamte of platform & stand post
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I. (3.1.1.1 DWSD)
1.52
112
171.09
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Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10)
0.63
589
371.39
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Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (5.6.3)
8.43
330
2784.77
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Providing 75B work in CM(1:6) in foundation and Plinth with approved quality of cean coarse sand of F.M 2 to 2.5 including provding 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per specification and direction of E/I all complete job. (5.2.6)
0.72
5110
3679.39
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Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1)
0.68
5989
4043.06
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Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction (5.7.2)
11.15
174
1940.53
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Providing 1.5mm cement punning curing, carriage of water with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction (5.7.11)
11.15
54
606.79
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Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specifications including cost of all materials, labours etc all complete job as per standard specifications and direction of E/I.
(i) 50 mm dia GI Pipe (Medium) (Wall) (M193 PG 31)
30
404
12127.5
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(ii) 15 mm dia GI elbow (3.1.13.1.a)
6
80
484.68
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(iii) 15 mm dia GI nipple (3.1.13.4.a)
12
78
938.28
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(iv)15 mm dia GI socket (3.1.13.8.a)
12
76
923.88
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(vi) 15 mm dia brass bib cock(weight not less than 400gms) (M923 PG 31)
12
212
2547.6
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Supplying tools and making connection of new GI distribution branch 15 mm to 50 mm dia with existing GI main by providing and fixing GI Tee including cutting of pipe at two places, threading their ends, providing long screw and a GI nipple all complete as per specification and direction of E/I.
(a) 15 mm dia branch line for stand post from 32 mm dia existing distribution line (3.1.20(a)
3
357
1073.61
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Carriage of Material Sand (Lead 1+25 Km.(P))
1.47
521
765.99
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Brick (Lead (1+14) Km.(P))
0.56
1015
572.8
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Stone Chips (Lead 30 Km.(P))
0.57
561
320
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Cement + rod (Lead 15 Km.(P))
0.48
549
263.57
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Singh Board and Photograph
3
3000
9000
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Goods & Service Tax (G.S.T. 18%)
801332.85
-
144239.91
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1% Labour Cess
954572.77
-
9545.73
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