Rural Works Department Tender
Search from across the categories, cities, and authorities to find the latest Jharkhand tenders. Every Jharkhand tender is curated from credible sources of government websites (eProcurement Jharkhand portal) and newspapers, thus ensuring the credibility of the information presented to you. For more information on Jharkhand tender bidder registration, the login process and more read the FAQs section on this page.
Costs
EMD
₹ 8,83,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_RWD_83829_1Bid Award Id
ViewTender No
32/2023-24/RWD/EE/GIRIDIHTender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
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.
398.84
24887
62.4
... More
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
557.57
1428672
2562.32
... More
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.
670.14
1913544
2855.44
... More
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.)
4467.57
365000
81.7
... More
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.
4467.57
71704
16.05
... More
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.
31109.17
404419
13
... More
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.)
889.42
7840824
8815.66
... More
Bituminous Concrete Grading-II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using cushed aggregates of specified grading , premixed with bituminous binder @5.4 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 tandom rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects.)
444.71
5433698
12218.52
... More
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.
69.8
249733
3577.85
... More
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
1816.36
11609410
6391.58
... More
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
5858
2929.3
... More
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)
7
12186
1740.9
... More
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
14393
14393.1
... More
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)
18
95616
5312
... More
For turnings
60 cm equilateral triangle
S.O.R. Item No. 8.04 A (iv)
15
61650
4110
... More
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.
939.32
548844
584.3
... More
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.
978.82
54618
55.8
... More
Construction of dry rubble flooring at cross drainage works for relatively less important works.
18.59
47660
2563.76
... More
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.
(P.C.C. Grade M-15)
161.02
768310
4771.52
... More
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
538.13
2521793
4686.26
... More
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
301.88
1395679
4623.37
... More
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)
88.61
425890
4806.35
... More
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
42.42
210032
4951.25
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-15)
22.63
107793
4763.32
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-20 in Cover Slab)
7.8
40619
5207.63
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications
(P.C.C. Grade M-25 in Deck Slab)
7.99
45360
5677.21
... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
2.64
31580
11962.49
... More
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications
1.23
108551
88253.1
... More
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)
93.87
6599
70.3
... More
Pointing with cement mortar (1:3) on brick / stone masonary work in substrucutre as per technical specifications
525
31122
59.28
... More
Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications
93.87
10154
108.18
... More
Providing & fixing 20mm thick compressible fibre board inexpansion joint complete as per drawing & Technical Specification.
30
8067
268.9
... More
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.
565
62432
110.5
... More
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8
(With Sandy Material)
21.09
23347
1107.06
... More
Goods & Service Tax (G.S.T.) -
37016140.03
6662905
0.18
... More
Labour Cess -
43679045.24
436790
0.01
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements