Rural Works Department Tender
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EMD
₹ 13,79,000Document Cost
₹ 10,000Tender Fee
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Tender Id
2023_RWD_69644_1Bid Award Id
ViewTender No
RWD/CHAIBASA/12/2022-23Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
Construction of Embankment with approved Material Deposited at site from Roadway Cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
S.O.R Item No. 3.17
1168.73
71853
61.48
Granular Sub-base with Close Graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
(By Mix in Place Method)With Grading-I Material
S.O.R Item No. 4.01 B. (i)
3693.37
10372644
2808.45
Wet Mix Macadam (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 layer swith grader in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
S.O.R. Item No. 4.14 B
3222.25
10117413
3139.86
Prime Coat over WMM/WBM (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 0.70 kg/sqm using mechanical means).
S.O.R. Item No. 5.01 A (i)
20655.51
1694991
82.06
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.S.O.R. Item No. 5.02 (i)
41311.02
541174
13.1
Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (19mm nominal size) (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.)
Bituminous Macadam for Grading II: (19 mm nominal size)
S.O.R. Item No. 5.03 (ii)
1032.78
9405579
9107.05
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent 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 MoRTH specification clause No. 508 complete in all respects. Semi-Dense Bituminous Concrete, Grading-II (10 mm size)
S.O.R. Item No. 5.7 (ii) 5.7(MORT&H 4th)
516.39
6005713
11630.19
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.
S.O.R Item No. 6.01
40
166706
4167.66
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
S.O.R Item No. 6.4
606
4275196
7054.78
5th kilometre stone (precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (i)
1
2929
2929.3
Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) S.O.R. Item No. 8.14 (ii)
6
10445
1740.9
Hectometer stone (Precast) Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Hectometer stone (precast) - S.O.R. Item No. 8.14 (iii)
25
13572
542.9
Direction and Place Identification Signs upto 0.9 sqm Size Board.(Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)
S.O.R. Item No. 8.05
1.08
14800
13704.3
Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.. S.O.R. Item No. 8.13
1090.72
637307
584.3
Earth work in excavation of foundation in Ordinary Soil by Manual Means 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.
S.O.R. Item No. 3.13 (i) B
1558.3
86953
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.
S.O.R. Item No. 16.09
120.48
335827
2787.41
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15
S.O.R. Item No. 12.08 A Case-ll
241.34
1306945
5415.37
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble masonry (coursed/uncoursed)
S.O.R. Item No. 12.07 (B)
335.45
1761005
5249.68
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed)
S.O.R. Item No. 13.04 A
197.38
1024305
5189.64
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)
S.O.R. Item No. 12.07 (A)
532
2850876
5358.79
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)
S.O.R. Item No. 13.04 B
281.28
1548182
5504.06
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15
S.O.R. Item No. 13.05 A (p)
18.91
102249
5407.17
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20
S.O.R. Item No. 13.05 B (p)
60.96
358060
5873.7
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25
S.O.R. Item No.13.05 F (p)
52.96
336794
6359.42
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
S.O.R. Item No. 14.04
18.88
239245
12671.9
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
S.O.R No. 13.06
8.64
765797
88633.94
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
S.O.R. Item No. 13.03
688
84926
123.44
Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.
S.O.R. Item No. 13.02
332.5
20767
62.46
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.
S.O.R. Item No. 13.08
472.5
53449
113.12
Back filling behind abutment, wing wall, return wall with Sandy material complete as per drawing and technical specifications. S.O.R. Item No. 13.09 (B)
207.52
226032
1089.21
Goods & Service Tax (G.S.T.) -
57826570.39
10408782
0.18
Labour Cess -
68235406.06
682354
0.01
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