Rural Development Department Tender
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Costs
EMD
₹ 1,97,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_81522_1Bid Award Id
ViewTender No
EE/RDSD/LATEHAR/19/23-24/Gr_2Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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BOQ Items
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR. ITEM NO.4.01 B (iii) RDD
949.73
1595831
1680.3
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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 SOR. ITEM NO.6.02 RDD
864.68
4635030
5360.4
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. SOR. ITEM NO.12.01 (ii) B RDD
7.54
2403
318.8
Sand Filling in foundation trenches as per drawing & technical specification as direction of E/I. SOR. ITEM NO.12.03 RDD
1.18
670
567.8
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 using batching plant & manual placing SOR. ITEM NO.12.08 A Case (ii) RDD
11
41298
3754.4
Labour for laying, fitting and fixing 600mm diaNP2 hume pipe in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specification and direction of E/I. SOR. ITEM NO.7.6.1.5 WRD
10
6469
646.96
Supply of hume pipe vide SOR Item No.M-301(vii) 600 mm dia. NP2 WRD
10
12644
1264.45
Earth work in filling in foundation trench and back filling of structures in layers not exceeding 150 mm thick as per specification and direction of E/I. SOR. ITEM NO.7.1.32 WRD
2.52
317
126.03
E/W in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc as per designed section in all kinds of soil incluiding moorum soil, soil mixed with kankar, pebbles and boulders up to 300mm size an disposal of the same(beyond 50m away from the egde of trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I.(SOR- 5.1.14.1 WRD)
51.4
10464
203.58
Provoiding and layong in position cement concrete of specified grade excluding the cost of centering and shuttering - All works upto plinth level:1:2:4 (SOR- 5.3.1.2 BCD
5.61
25796
4598.23
Stone Masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specification(SOR - 12.07B RCD)
37.38
129282
3458.6
Stone Masonry work in cement mortar 1:3 in Substructure complete as per drawing and technical specification(SOR - 12.04A RCD)
24.41
84673
3468.8
Platering with cement mortar 1:3 on brickwork in substructure as per technical specification(SOR - 13.03 RCD)
46
4636
100.8
Earth work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered , rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/I(SOR- 6.1.16 WRD)
49.06
5617
114.5
Earth work in filling foundation trenches or back filling of masonary structures with pervious soil in layers not exceeding 150mm thick well watered , rammed and fully compacted and finally dressed with earth obtained from borrow pits beyond 150m lead but upto 0.5km with all lifts and carriage by truck incluiding loadin, unloading, spreading,construction and maintenance of houl road as per specification and direction of E/I(SOR- 6.1.22 WRD)
16.35
6181
378.06
Providing weep holes in brick masonry/plain/RCC abutment , wing wall, return wall with 100mm dia ac pipe, extending to the full width of the structure with slop of 1V:20H towards drawing face. Complete as per drawing and technical specification (SOR-13.08 RCD)
14
1547
110.5
Carriage of Material :-Cement
383.26
210448
549.1
Sand
409.09
107917
263.8
Stone Chips
1971.56
960149
487
Boulder
61.8
41255
667.56
Hume Pipe-600mm dia
10
7072
707.2
ADD 18% GST
1
1487043
1487043.85
ADD 1% LABOUR CESS
1
97483
97483.99
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