Rural Works Department Tender
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Technical
Technical
Financial
Class Of Bidder
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Class I
Technical Capacity
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The bidder is required to have prior work experience as a prime contractor on construction works of a similar nature and volume over the last five years preceding the year in which bids are invited. The bidder should have completed similar works during the last 5 years. To qualify for the award of the contract, the bidder should have satisfactorily completed at least one work of a similar nature with a value of not less than 50% of the estimated value of the work tendered in the last five years preceding the year in which the tender is invited. The completion should be at least 90% as a prime contractor or duly authorized sub-contractor by the Employer. The bidder's available bid capacity is calculated based on the maximum value of civil engineering works executed in anyone year during the last five years. The assessed available bid capacity is calculated as (AxNx2-B), where A is the maximum value of civil engineering works executed, N is the number of years prescribed for completion of the works, and B is the value of existing commitments and ongoing works. The bidder should also have an annual turnover of a certain amount, with a breakup of civil construction works and total works for each financial year, as certified by a Chartered Accountant. Additionally, the bidder should have achieved a minimum annual financial turnover of 60% of the estimated value of the work tendered in the last five years for tender amounts more than 2.5 cr. The value of similar works completed is not explicitly mentioned, but the bidder should have relevant experience and should have completed works of similar nature and value. However, it is mentioned that the bidder should have completed at least one work of a similar nature with a value of not less than 50% of the estimated value of the work tendered. The percentage of similar works completed is 90% as a prime contractor or duly authorized sub-contractor by the Employer. The amount for similar works is 50% of the estimated value of the work tendered. The amount for annual financial turnover is 60% of the estimated value of the work tendered for tender amounts more than 2.5 cr.
Costs
EMD
₹ 7,90,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_98998_1Tender No
RWD/SAHEBGANJ/07/2024-25Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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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.
7100.42
131
932285.15
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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.
949.25
62
59233.2
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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 @ 27.48/Cum
3083.52
61
189574.81
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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.
(By Mix in Place Method) With Grading-I Material
1241.91
2152
2672751.77
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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.)
443.14
2450
1086074.1
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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).
2840.63
82
235005.32
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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.
2840.63
16
46785.18
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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)
142.03
8503
1207733.64
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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
2840.63
13
37751.97
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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)
71.02
11050
784773.13
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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.as per Technical Specification Clause 601.
5
3511
17558.6
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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
987.33
6363
6282598
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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. Ordinary Km post
3
1740
5222.7
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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. Hectometer stone (precast)
8
542
4343.2
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Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting etc.Boundary pillar
24
545
13099.2
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
60 cm equilateral triangle
8
4110
32880.8
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Retro-Reflectorised Traffic Signs
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
60 cm x 45 cm rectangular
4
5312
21248
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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
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)
1
14393
14393.1
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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.
150
584
87645
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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 Mechanical Means.
2749.45
55
153419.31
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506
309.14
2191
677323.16
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Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
368.42
4714
1737048.72
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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
Random Rubble Stone Masonary in C.M. (1:3) in foundation
1216.95
4451
5416656.62
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonry Work in Cement Mortar 1:3 in S/S Retaining Wall
915
4428
4052123.25
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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) in C.M. (1:3) in foundation
549.5
4565
2508973.04
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications.
Coursed rubble masonry in C.M. (1:3) in (first sort ) sub-structure
321.8
4710
1515742.36
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-15 in Coping)
111.59
4706
525206.78
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Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications
1220
60
74163.8
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.
413.98
115
47773.29
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
18.09
5198
94039.24
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
11.8
88448
1043691.12
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Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification.
(R.C.C. Grade M-25 in Deck Slab)
102.72
5658
581251.39
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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
18.85
11959
225429.79
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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 foce. Complete as per drawing and Technical Specifications.
714
112
80103.66
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Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
35.64
70
2505.49
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Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78
(With Sandy Material)
34.77
1089
37871.83
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Goods & Service Tax (G.S.T.) -
32733040.49
-
5891947.29
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Labour Cess -
38624987.78
-
386249.88
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