Zilla Parishad Tender
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Costs
EMD
₹ 42,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ZPGIR_92698_1Bid Award Id
ViewTender No
DE/ZP/GIRIDIH/06/2024-25Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Plain/Reinforcement Cement Concrete in open Foundation complete as per Drawing and Technical Specification. (B) P.C.C Grade M20
102.94
427561
4153.5
Carriage of Materials by truck or tractors including loading unloading & stacking at work site as per direction of E/I. :- (i) Cement : Lead 8 Km(p)
43.31
20962
484
(ii) Sand : Lead 7 km (P)+ 1Km (k)
44.16
11183
253.24
(iii) Stone chips : Lead 15Km(P)
153.69
51977
338.2
(iv) Dust : Lead 15 Km(P)
43.58
14738
338.2
excavation for strcutures - Earthwork in excavation for structure as per drawing and technical specification in ordinary soil by mechanical means upto 3m
29
1664
57.4
Sand filling in foundation trenches as per Drawing and Technical specification.
2.9
1646
567.8
P.C.C. M10 1:3:6 in foundation (Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days)
4.35
14686
3376.1
random rubble masonry work in cement mortar (1:3) for foundation complete as per drawing and technical specification.
15.29
52888
3458.6
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. Granular material
6.46
4133
639.9
Random Rubble masonry work in cement mortar 1:3 for sub–structure complete as per drawing and technical specification.
13.16
45649
3468.8
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 face. Complete as per drawing and technical specification.
14
1547
110.5
P.C.C.M15 (1:2:4) in sub structure (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications
0.68
2547
3746.2
Carriage of Materials by truck or tractors including loading unloading & stacking at work site as per direction of E/I. :- Cement (Lead-8 Km (P)
6.46
3126
484
( ii ) Sand from Av. Lead 7 Km (P)+1Km(K)
15.92
4031
253.24
( iii ) Stone chips from Av.Lead 15 Km(P)
0.61
205
338.2
( iv ) Stone metel Av.Lead 15 Km(P)
4.1
1466
357.73
( v) Boulder Av.Lead 15 Km(P)
28.45
14574
512.27
Compacting Original ground (Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm , mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.2 for embankment construction.
311.04
19377
62.3
Construction of Sub Grade & Earthen Shoulder ( Construction of subgrade and earthen shoulders with approved material obtained form borrow pits with all lift & leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
57.6
7562
131.3
Granular Sub base with close Graded Material (Table:- 400-1) By mix in place method ( Construction of granular sub-base by providing well graded material, spreading in uniform layers with moter grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with sooth wheeel roller to achieve the desired density, complete as per clause 401) (ii) For Grading-II Material
120
158004
1316.7
Plain/Reinforcement Cement Concrete in open Foundation complete as per Drawing and Technical Specification. (B) P.C.C Grade M20
143.9
597688
4153.5
Carriage of Materials by truck or tractors including loading unloading & stacking at work site as per direction of E/I. :- (i) Cement : Lead 8 Km(p)
60.59
29325
484
(ii) Sand : Lead 7 km (P)+ 1Km (k)
61.75
15637
253.24
(iii) Stone chips : Lead 15Km(P)
214.94
72692
338.2
(iv) Dust : Lead 15 Km(P)
60.96
20616
338.2
GST @ 18%
1730861.58
311555
0.18
Labour cess @ 1%
2042416.66
20424
0.01
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