Rural Works Department Tender
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Costs
EMD
₹ 2,62,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Rwd/ee/bokaro/20/2024-25, Construction Of Road From Dumar Kudar Bara Talab Kasmali Tola To R.e.o. Road Pakribandh Via Baiddih (l-1.150 Km.)
Description
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Contact
Tender Id
2024_RWD_90226_1Bid Award Id
ViewTender No
15/2024-25/RWD/EE/BOKAROTender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
DOUBLEF2BIDDOCUMENT
BOQ Items
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
107.2
6689
62.4
Construction of Embankment with Material Deposited from Roadway Cutting (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)
Rolling with smooth wheeled roller
510.51
31386
61.48
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 1)
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.
With Grading-I Material
561.84
1382002
2459.78
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.
282.31
783077
2773.82
Prime coat (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.)
1809.67
146275
80.83
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 granular surface cleaned with mechanical broom.
1809.67
28574
15.79
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.
1809.67
23073
12.75
Bituminous Macadam (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.)
90.48
779708
8617.47
Semi-Dense Bituminous Concrete (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.)
for Grading-II (10 mm nominal size)
45.24
500238
11057.44
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.
18.76
71307
3801.05
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
450.87
3000282
6654.43
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 kilometre stone (precast)
2
3481
1740.9
Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)
1
7526
7526
Direction and Place Identification signs with size more than 0.9 sqm size board (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1
13704
13704.3
Direction and Place Identification Signs.
60 cm x 45 cm rectangular
4
21248
5312
For turnings
60 cm equilateral triangle
6
24660
4110.1
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.
95.56
55835
584.3
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.
573.47
31999
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.
32.98
81479
2470.57
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(P.C.C. Grade M-15)
90.26
452735
5015.9
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Random Rubble Masonry Work in Cement Mortar 1:3 in foundation
182.45
877330
4808.61
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
102.35
487950
4767.47
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications.
Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3)
150.46
740464
4921.34
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications
Coarse Rubble Masonary in C.M. (1:3) in sub-structure
76.08
385427
5066.08
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-15)
9.63
48224
5007.7
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-20 in Cover Slab)
11.47
62702
5466.65
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-25 in Deck Slab)
12.24
72831
5950.29
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
5.18
63463
12251.59
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
1.85
163647
88458.17
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)
175.3
12323
70.3
Pointing with cement mortar (1:3) on brick / stone masonary work in substrucutre as per technical specifications
178
10930
61.41
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
60
16134
268.9
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
175.3
20753
118.39
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.
258
28509
110.5
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
(With Sandy Material)
52.25
57843
1107.06
Goods & Service Tax (G.S.T.) -
10979506.02
1976311
0.18
Labour Cess -
12955817.1
129558
0.01
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