Zilla Parishad Tender

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Zilla Parishad Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date19 Dec 2023
Closing Soon30 Dec 2024
Tender Amount₹ 3,21,345 
Notes
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Costs

Description

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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)

1

173

173.91

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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)

24

442

18.42

... More
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)

1

228

228.69

... More
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))

1

1572

1572.94

... More
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))

1

2507

2507.5

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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)

2000

15520

7.76

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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)

11.33

1719

151.82

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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)

11.33

175

15.51

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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)

7.55

417

55.28

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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)

0.71

417

589.51

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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)

9.29

3068

330.34

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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)

0.71

3255

4598.23

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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)

2.11

12635

5989.72

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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)

3.72

722

194.5

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Centering and Shutering including strutting propping etc.and remove all (Column, Pillers, Piers and abutment etc) (5.3.17.6)

2.47

1148

465.38

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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)

2.47

898

363.97

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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)

0.21

17065

80879.07

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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)

1.23

204

165.8

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Carriage of Material Sand From (Lead 1+25 Km.(P))

2.1

1094

521.08

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Bricks from (Lead (1+14) Km.(P))

0.3

304

1015.6

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Stone Chips From (Lead 30 Km.(P))

2.45

1375

561.4

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Cement+Steel From (Lead 15 Km.(P))

1.34

735

549.1

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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)

510.66

68679

134.49

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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)

0.51

57

112.71

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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)

0.21

123

589.51

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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)

2.81

928

330.34

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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)

0.24

1226

5110.26

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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)

0.23

1347

5989.72

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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)

3.72

646

174.07

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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)

3.72

202

54.43

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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)

10

4042

404.25

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(ii) 15 mm dia GI elbow (3.1.13.1.a)

2

161

80.78

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(iii) 15 mm dia GI nipple (3.1.13.4.a)

4

312

78.19

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(iv)15 mm dia GI socket (3.1.13.8.a)

4

307

76.99

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(vi) 15 mm dia brass bib cock(weight not less than 400gms) (M923 PG 31)

4

849

212.3

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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)

1

357

357.87

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Carriage of Material Sand (Lead 1+25 Km.(P))

0.49

255

521.08

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Brick (Lead (1+14) Km.(P))

0.17

167

1015.6

... More
Stone Chips (Lead 30 Km.(P))

0.19

106

561.4

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Cement + rod (Lead 15 Km.(P))

0.16

87

549.1

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Singh Board and Photograph

1

3000

3000

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Goods & Service Tax (G.S.T. 18%)

267087.69

48075

0.18

... More
1% Labour Cess

318163.48

3181

0.01



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