Rural Works Department Tender
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Rural Works Department - RWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Sep 2024
Closing Date26 Sep 2024
Tender Amount₹ 3,89,83,972
Costs
EMD
₹ 7,80,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_92997_1Bid Award Id
ViewTender No
07 /2024-25/RWD/EE/CHAIBASATender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Removing all type of Hume pipes and stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.Upto 600mm dia Above 600mm to 900mm dia. SOR 2.04 (ix)B
7.5
5970
796
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Compacting Original ground supporting sub-grade :-Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. SOR 3.20 Case 1
4292.56
225788
52.6
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Construction of sub-grade and earthen shoulders 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. SOR 3.18
17193.68
2257530
131.3
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Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m. SOR 3.06
358.24
22354
62.4
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Construction of Embankment with approved materials 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.Rate per cum after adding royalty@Rs 27.48/cum. SOR 3.17
774.83
47636
61.48
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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.Rate per cum for grading-I Material. SOR 4.01B (i)
1919.55
5705919
2972.53
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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 layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) SOR 4.14 B
1762.21
5836650
3312.12
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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). SOR 5.01 A(i)
11296.22
926854
82.05
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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. SOR 5.02(ii)
11296.22
183337
16.23
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Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour 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 GradingII: (19 mm nominal size) SOR 5.03 (ii)
564.81
5238223
9274.31
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Tack Coat on Bituminous surfaces (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.) as per Technical Specification Clause 503. SOR 5.02 (i)
11296.22
147980
13.1
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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) SOR 5.7(ii) (MORT &H 4TH)
282.41
3332593
11800.55
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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. SOR 6.01
89.56
364884
4074.19
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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
508.81
3546751
6970.68
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Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometer stone (precast) SOR 8.14 (ii)
4
6963
1740.9
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Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (precast) SOR 8.14 (iii)
16
8686
542.9
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Boundary pillar- SOR 8.16
48
26198
545.8
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 801.
80 mm x 60 mm rectangular. SOR
1
7526
7526
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Direction and Place Identification Signs with size more than 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 exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) SOR 8.05
5.4
74003
13704.3
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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. SOR 8.13
596.5
348534
584.3
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R.C.C culvert (1.0X 1.0) : 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work. Ordinary Soil Manual Means ( Depth upto 3 m) Mechanical Means (Depth upto 3 m) sor 3.13 (i) B
555.47
30995
55.8
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Dry Rubble Flooring. (Construction of dry rubble flooring at cross drainage works for relatively less important works.) sor 16.09
65.28
191695
2936.51
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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump. PCC Grade M15 using batching plant & manual placing. sor 12.08 A case-ii
86.47
461175
5333.36
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.Square Rubble Coursed Rubble masonry (first sort) sor 12.07 A
283.5
1524351
5376.9
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort) . Sor 13.04 B
167.97
927600
5522.42
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M15 . Height upto 5m. PCC Grade M15 using batching plant & concrete pump sor 13.05 A (p)
4.97
26466
5325.16
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m. RCC Grade M20 using batching plant & concrete pump sor 13.05 E(p)
27.87
161781
5804.85
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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20 . Height upto 5m.RCC Grade M25. Height upto 5m, RCC Grade M25 using batching plant, transit mixer & concrete pump sor 13.05 f (p)
28.11
176467
6277.76
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications sor 14.04
12.32
155190
12596.61
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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications sor 13.06
4.35
385770
88682.76
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Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications. Sor 13.3
371.07
43344
116.81
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces). Sor 8.08
72.64
5106
70.3
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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. sor 13.08
130
14605
112.35
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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material. Sor 13.09B
111.47
121414
1089.21
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Goods & Service Tax (G.S.T.) -
32710162.86
5887829
0.18
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Labour Cess -
38597992.17
385979
0.01
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