Zilla Parishad Tender
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Costs
EMD
₹ 30,500Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Ghat In Yamunanagar Pond Under Sialgudri Panchayat (2) Construction Of Staircase Ghat In Kadi Joria Panghata Under Petiya Panchayat (3) Installation Of Tap With Overhead Water Tank In Hand Pump Near Bauri Tola Gopinathdih Anganwadi
Description
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Contact
Tender Id
2024_ZPDH_97079_12Tender No
8/2024-25/DE/ZPDH/DHANBAD/2ndTender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Providing PCC M-100 with nominal mix of (1:3:6) in Foundation with approved quality of stone metal grade-III (50mm to 25mm size) 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 job as per specification and direction of E/I. (5.3.3)
25.86
4503
116458.7
... More
Providing PCC M-150 with nominal mix of (1:2:4) in Foundation and plinth with approved quality of stone Chips (20mm 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 job as per specification and direction of E/I. (5.3.2)
36.12
5110
184582.59
... More
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) as per building specification and direction of E/I. (5.1.8)
56.4
55
3117.79
... More
Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5mm cement punning screening, curing with all leads and lifts of water scaffolding taxed and royalty all complete as per building specification and direction of E/I. 5.7.3+5.7.11
237.96
228
54373.86
... More
Carriage of Materials
Sand (Lead 30 KM)
45.45
367
16723.78
... More
Brick (Av. Lead 8 KM)
21.18
1015
21513.45
... More
Stone Chips + Metal (Lead 20 KM)
22.23
467
10381.41
... More
Cement +Steel (Lead 10 KM)
15.69
502
7885.79
... More
(1) 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
151
1720.12
... More
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
15
175.73
... More
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
55
417.36
... More
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
589
418.55
... More
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
330
3068.86
... More
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
4598
3264.74
... More
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
5989
12638.31
... More
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
194
723.54
... More
Centering and Shutering including strutting propping etc.and remove all (Column, Pillers, Piers and abutment etc) (5.3.17.6)
2.47
465
1149.49
... More
Centering and Shutering including strutting propping etc.and remove all (Lintel, Beams, Plinth Beam and Girders etc) (5.3.17.5)
2.47
363
899.01
... More
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
80879
17025.04
... More
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
165
203.93
... More
Carriage of Materials Sand From 28 km
2.1
550
1156.76
... More
Bricks from 15 km
0.3
1015
304.68
... More
Stone Chips From 15 km
2.45
402
985
... More
Cement + Rod (Lead 10 KM)
1.34
549
735.79
... More
(2) Provision of 1.0 HP DC Solar Motar pump set/water storage tank
Provision & Installation ofSolar Powered submersible Auto run & Stop DC Pump Motor (900 Wp)of stainless steel suitable for minimum 125mmx115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly.
1
119000
119000
... More
Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by the drawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/ sub soil water level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, Over Load, Labours etc complete as directed.
1
1865
1865
... More
Polythene water storage tank of ISI Mark (e.g. Sintex/Sinter/Himgir/Gangotri etc.) with cover and locking system (SOR DWSD Pg. 31 M079)
2000
7
15520
... More
(3) Construction of Galvanized Tubular Steel Structure 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
134
68679.2
... More
(4) Installation of (200x165x125m) deep bore well HYDP (100m)
HYDT: Cost of drilling 200 mmx165mmx125m deep bore well in all kinds of soil in rural area for installation of pump set with hydraulic DTH rig machine ,all comp including supplying all material tools 'drilling rig,air compressar and equipment as well as fuel ,lubricants and cost of transportaion of rig machine and other vehicle upto the site (basic rate) (Pg.57/119 (M1035)
(i) 0-50 M
50
885
44256
... More
(ii) 50 M to 125 M
75
924
69314.25
... More
Supplying, assembling, lowering and fixing in vertical position in bore well, un-plasticized PVC medium well casing (CM) pipe of required dia, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia.
50
579
28979.5
... More
Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by "V" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge
1
794
794.86
... More
Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS : 2800 (part I) including necessary bolts & nuts of requried size complete. 200 mm clamp
1
1598
1598.04
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Excluding GST) 32 mm nominal outer dia Pipes
60
640
38448.6
... More
(4) Platform
Earthwork 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.
0.51
112
57.03
... More
Providing,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty,& taxes all complete as per building specification & direction of E/I.(mode of measurement compacted volume)
0.21
589
123.73
... More
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/I.
2.81
330
928.26
... More
Providing designation 75 B Brick work in CM(1:6) In foundation and plinth do-do-E/I
0.24
5110
1226.46
... More
Providing P.C.C.M20 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade-III (50 mm to25mm size)clean coarse sand of F.M. 2.5 to 3including screening,shuttering,mixing cement concrete in mixer and placing in sition,vibrating,striking,curing taxes and royalty all complete. as per building specification and direction of E/I.
0.23
5889
1325.19
... More
Providing 12 mm thick cement plaster(1:4) with clean coarse sand of FM1.5including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I.
3.72
174
647.54
... More
Providing 1.5 mm thick cement punning including screening, curing,with all leads and lifts of water, scaffolding, royalty all complete as per pecification and direction of E/I.
3.72
54
202.48
... More
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)
10
404
4042.5
... More
(ii) 15 mm dia GI elbow
2
80
161.56
... More
(iii) 15 mm dia GI nipple
4
78
312.76
... More
(iv)15 mm dia GI socket
4
76
307.96
... More
(v) 15 mm dia brass bib cock(weight not less than 300gms)
4
212
849.2
... More
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
1
357
357.87
... More
Add Carriage of Material Sand (Lead 1+27 Km.(P))
0.49
550
269.91
... More
Brick (Lead 1+14 Km.(P))
0.19
1015
190.93
... More
Stone Chips (Lead 18 Km.(P))
0.19
402
76.39
... More
Cement + rod (Lead 15 Km.(P))
0.16
549
87.86
... More
(1) 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
151
1720.12
... More
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
15
175.73
... More
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
55
417.36
... More
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
589
418.55
... More
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
330
3068.86
... More
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
4598
3264.74
... More
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
5989
12638.31
... More
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
194
723.54
... More
Centering and Shutering including strutting propping etc.and remove all (Column, Pillers, Piers and abutment etc) (5.3.17.6)
2.47
465
1149.49
... More
Centering and Shutering including strutting propping etc.and remove all (Lintel, Beams, Plinth Beam and Girders etc) (5.3.17.5)
2.47
363
899.01
... More
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
80879
17025.04
... More
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
165
203.93
... More
Carriage of Materials Sand From 28 km
2.1
550
1156.76
... More
Bricks from 15 km
0.3
1015
304.68
... More
Stone Chips From 15 km
2.45
402
985
... More
Cement + Rod (Lead 10 KM)
1.34
549
735.79
... More
(2) Provision of 1.0 HP DC Solar Motar pump set/water storage tank
Provision & Installation ofSolar Powered submersible Auto run & Stop DC Pump Motor (900 Wp)of stainless steel suitable for minimum 125mmx115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly.
1
119000
119000
... More
Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by the drawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/ sub soil water level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, Over Load, Labours etc complete as directed.
1
1865
1865
... More
Supplying all labours, tools & equipments for dismnatling of head and water tank asseby and taking out 32 mm dia old G.I. pipe, connectiong Road, clylinder assembly the dismnatled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.
1
677
677.23
... More
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.
1
173
173.91
... More
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.
24
18
442.08
... 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.
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.
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.
1
2507
2507.5
... More
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Excluding GST) 32 mm nominal outer dia Pipes
45
640
28836.45
... More
Polythene water storage tank of mark with cover and sitable locking system in double layer confirming to IS :12701-1996 WITH LATEST REVISION
2000
7
15520
... More
(3) Construction of Galvanized Tubular Steel Structure 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
134
68679.2
... More
(4) Platform
Earthwork 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.
0.51
112
57.03
... More
Providing,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty,& taxes all complete as per building specification & direction of E/I.(mode of measurement compacted volume)
0.21
589
123.73
... More
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/I.
2.81
330
928.26
... More
Providing designation 75 B Brick work in CM(1:6) In foundation and plinth do-do-E/I
0.24
5110
1226.46
... More
Providing P.C.C.M20 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade-III (50 mm to25mm size)clean coarse sand of F.M. 2.5 to 3including screening,shuttering,mixing cement concrete in mixer and placing in sition,vibrating,striking,curing taxes and royalty all complete. as per building specification and direction of E/I.
0.23
5889
1325.19
... More
Providing 12 mm thick cement plaster(1:4) with clean coarse sand of FM1.5including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I.
3.72
174
647.54
... More
Providing 1.5 mm thick cement punning including screening, curing,with all leads and lifts of water, scaffolding, royalty all complete as per pecification and direction of E/I.
3.72
54
202.48
... More
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)
17
404
6872.25
... More
(ii) 15 mm dia GI elbow
2
80
161.56
... More
(iii) 15 mm dia GI nipple
4
78
312.76
... More
(iv)15 mm dia GI socket
4
76
307.96
... More
(v) 15 mm dia brass bib cock(weight not less than 300gms)
4
212
849.2
... More
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
1
357
357.87
... More
Add Carriage of Material Sand (Lead 1+27 Km.(P))
0.49
550
269.91
... More
Brick (Lead 1+14 Km.(P))
28.21
1015
28650.08
... More
Stone Chips (Lead 18 Km.(P))
0.19
402
76.39
... More
Cement + rod (Lead 15 Km.(P))
0.16
549
87.86
... More
Singh Board and Photograph
2
3000
6000
... More
Goods & Service Tax (G.S.T. 18%)
1273225.17
-
229180.53
... More
1% Labour Cess
1508405.7
-
15084.06
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