Zilla Parishad Tender
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Costs
EMD
₹ 1,69,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Group - 02, Construction Of 1000 Mtr. P.c.c Road From Balsagra Road To H/o Basudeo Ganjhu In Tola Takaha At Village Govindpur In Panchayat Manduchatti (650 Mtr)
Description
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Contact
Tender Id
2025_ZPRAM_97473_2Bid Award Id
ViewTender No
ZP/RAMGARH/13/2024-25Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
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Compacting original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction.
585
52
30771
... More
Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
658.13
131
86411.81
... More
Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
526.5
1437
756896.4
... More
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
609.38
5360
3266493.75
... More
Carriage of Materials
-
-
-
... More
Cement-10km
556.45
502
279669.26
... More
Sand -20Km
500.61
417
208906.14
... More
Stone chips-30 Km
1064.41
604
643434.33
... More
Stone Metal -30 Km
194.81
604
117759.62
... More
DRAIN
-
-
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
179.55
55
10018.89
... More
providing and laying of dry rubble flooring Complete as per drawing and Technical
28.35
1544
43783.74
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications(.PCC M-150)
18.9
3754
70958.16
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (PCC M-20 in s/s )
70.88
4208
298305.79
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
7.09
87744
621891.98
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
567
100
57153.6
... More
Carriage of Materials
-
-
-
... More
Cement-10km
42.13
502
21176
... More
Sand -20Km
47.49
417
19816.03
... More
Stone chips-30 Km
77.96
604
47128.33
... More
Stone Metal -30 Km
34.02
604
20565.09
... More
CULVERT
-
-
-
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means ( Depth upto 3 m )
64.41
57
3697.05
... More
providing and laying of dry rubble flooring Complete as per drawing and Technical
7.3
1544
11278.6
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications(.PCC M-150)
9.79
3754
36756.33
... More
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.Random rubbel masonarywork In cement mortar (1:3) in foundation
32.31
3458
111747.37
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random rubbel masonarywork In cement mortar (1:3) in superstructure
17.47
3468
60599.94
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (PCC M-15 in s/s )
0.59
3746
2199.77
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (PCC M-20 in Deck slab )
3.36
4208
14141.9
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (PCC M-25 in Deck slab )
2.52
4630
11669.87
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
0.9
10876
9788.85
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
0.43
87744
37958.44
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
41.06
100
4139.15
... More
Painting Two Coats on New Concrete SurfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
41.06
70
2886.73
... More
Providing and fixing 20mm thick compressible fiber board in expansion joint complete as per drawing and Technical Specifications
15
268
4033.5
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
20
110
2210
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
12.76
874
11157.71
... More
CARRIAGE OF MATERIALS
-
-
-
... More
Cement-10km
19.6
502
9850.96
... More
Sand -20Km
23.86
417
9956.78
... More
Stone chips-30 Km
15.44
604
9333.48
... More
Stone Metal -30 Km
62.79
604
37956.56
... More
GST @ 18%
1
1262450
1262450.44
... More
LABOUR CESS @ 1%
1
82760
82760.64
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