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_90724_1Tender No
RDD/SD/GIRIDIH/11/2024-25/Gr06Tender Authority
Rural Development Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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BOQ Items
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
414141
1316.7
Plain/Reinforcement Cement Concrete in open Foundation complete as per Drawing and Technical Specification. (B) P.C.C Grade M20
377.44
1567697
4153.5
excavation for strcutures - Earthwork in excavation for structure as per drawing and technical specification in ordinary soil by mechanical means upto 3m
459.1
26352
57.4
Sand filling in foundation trenches as per Drawing and Technical specification.
39.11
22204
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)
58.66
198038
3376.1
random rubble masonry work in cement mortar (1:3) for foundation complete as per drawing and technical specification.
268.49
928599
3458.6
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification. Granular material
92.84
59409
639.9
Random Rubble masonry work in cement mortar 1:3 for sub–structure complete as per drawing and technical specification.
219.58
761672
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.
161
17790
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
8.12
30422
3746.2
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
128147
484
Sand from Av.Lead-7 Km (P) + 1KM(K)
415.33
105178
253.24
Stone chips from Av.Lead 20 Km(P)
570.81
235516
412.6
Dust from Av.Lead 20 Km(P)
159.78
65925
412.6
Stone metel from Av.Lead 20 Km(P)
55.25
24234
438.64
Stone Boulder from Av.Lead 20 Km(P)
488.06
287916
589.92
Add. 18% GST
4943862.1
889895
0.18
Add. 1% Labour Cess
5833757.28
58337
0.01
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