Water Resources Department Tender
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Costs
EMD
₹ 2,82,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_WRD_90665_1Bid Award Id
ViewTender No
DMFT/MIR/DHN/F2-05/24-25/GR-03Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2.
1134
147306
129.9
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. Grading I
534.05
767750
1437.6
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
144
248601
1726.4
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
162.91
432395
2654.2
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
516.8
2770254
5360.4
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.90 kg/sqm using mechanical means.
5964
614292
103
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
5964
75146
12.6
Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
149.1
1091456
7320.3
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. Grading I nominal Size 19mmm
74.55
794404
10656
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B Seal coats
2982
231999
77.8
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
175
102252
584.3
Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
313.88
40452
128.88
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
9.91
568
57.4
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials , labour, royality and taxes all complete as per building specification and direction of E/I.
1.42
837
589.51
Supplying and laying (properly as per design and drawing) rip-rap with 'good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specificati n and direction of E/I.
2.83
4970
1756.4
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days..
0.71
2397
3376.1
Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications .RCC Grade M20 using batching plant , transit mixer & manual placing
6.72
29891
4448.2
Supplying ,Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
0.71
62225
87394.8
Earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/ I
422.45
64136
151.82
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials , labour, royality and taxes all complete as per building specification and direction of E/I.
37.28
21976
589.51
providing designation 75B one brick flat soling jionts filled with local sand including cost of watering taxes royallity all completeas per building specification and derction of E/I .
497
164178
330.34
Providing and laying in position specified grade.(1:2:4) (1cement:2coarse sand:4graded stone aggregate20 mm nominal size) of R.C.C excluding the cost of centering ,shuttring, finishing and reinforcement . floor
204.4
992259
4854.5
providing centering and shuttering including strutting,propping etc. and removal of form for fondation ,footing etc.
1281
249154
194.5
providing TMT bar reinforcement ( Tor steel ) 8 mm dia.as per approved design and drawing -do--(only valid for tata tiscon ,SAIL,JSPL,ELECTROSTEEL STEELS ltd. Bokaroand vizag(RINL)).
14.43
1202221
83314.02
Back Filling in foundation trenches and plinth in layers not exceeding 150- Thick well watered, rammed, fully compacted and fine dressed with earth obtained form excavation of foundation- Trenches within a lead of 50m and lift of 1-5m all complete as per building specification
and direction of E/I.
140.81
18147
128.88
carriage of material (i) Bitumen lead 90 km
19.97
19011
952
(ii) Emulsion Lead 90 km
6.56
6245
952
(iii)metal lead 26 km (1k+25p)
452.58
251911
556.61
(iv) s.chips lead 26 km (1k+25p)
1211.96
631528
521.08
(v) sand/dust lead 21 km (1k+20p)
795.57
355365
446.68
(vi) Boulder lead (1k+20p)
2.83
1305
461.19
(vi) cement+steel lead 5km
294.79
134453
456.1
(vii) Brick Lead 21Km (1k+20p)
16.15
17897
1108.2
G.S.T @18%
11826080.49
2128694
0.18
Labour Cess @ 1%
13954774.98
139547
0.01
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