Rural Development Department Tender
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Costs
EMD
₹ 1,18,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_96824_1Tender No
RDD/SD/GIRIDIH/11RE2/2024-25/6Tender Authority
Rural Development Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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BOQ Items
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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
314.53
1316
414141.65
... More
Plain/Reinforcement Cement Concrete in open Foundation complete as per Drawing and Technical Specification. (B) P.C.C Grade M20
377.44
4153
1567697.04
... More
excavation for strcutures - Earthwork in excavation for structure as per drawing and technical specification in ordinary soil by mechanical means upto 3m
459.1
57
26352.17
... More
Sand filling in foundation trenches as per Drawing and Technical specification.
39.11
567
22204.39
... More
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)
58.66
3376
198038.65
... More
random rubble masonry work in cement mortar (1:3) for foundation complete as per drawing and technical specification.
268.49
3458
928599.51
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. Granular material
92.84
639
59409.6
... More
Random Rubble masonry work in cement mortar 1:3 for sub–structure complete as per drawing and technical specification.
219.58
3468
761672.17
... 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 face. Complete as per drawing and technical specification.
161
110
17790.5
... More
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
8.12
3746
30422.89
... More
Carriage of Materials by truck or tractors including loading unloading & stacking at work site as per direction of E/I. :- Cement(i) (Lead-8 Km (P)
264.77
484
128147.71
... More
Sand from Av.Lead-7 Km (P) + 1KM(K)
415.33
253
105178.17
... More
Stone chips from Av.Lead 20 Km(P)
570.81
412
235516.21
... More
Dust from Av.Lead 20 Km(P)
159.78
412
65925.23
... More
Stone metel from Av.Lead 20 Km(P)
55.25
438
24234.86
... More
Stone Boulder from Av.Lead 20 Km(P)
488.06
589
287916.36
... More
Add. 18% GST
4943862.1
-
889895.18
... More
Add. 1% Labour Cess
5833757.28
-
58337.57
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