Rural Works Department Tender
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Costs
EMD
₹ 1,59,500Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RWD_93428_1Bid Award Id
ViewTender No
RWD/ PAKUR/ 43 / 2024-2025Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
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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)
8
499
62.4
... More
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
4
245
61.48
... More
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
(By Mix in Place Mathod) With Grading-I Material
583.12
1386501
2377.73
... 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.
2
6895
3447.55
... 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
728.79
4560629
6257.81
... 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 801.) 80mm x 60mm rectengular
1
7526
7526
... 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 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)
0.54
7772
14393.1
... 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, backfilling in trenches with excavated suitable material.
71.75
4003
55.8
... More
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506
8.3
19887
2396.03
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications
(P.C.C. Grade M-15)
11.01
51007
4632.86
... More
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
35.26
163006
4622.98
... More
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
17.58
83814
4767.6
... More
Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
0.61
2821
4624.66
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(P.C.C. Grade M-20)
3.38
17217
5093.93
... More
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)
3.62
20063
5542.46
... More
Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
1.29
15255
11826.23
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
0.55
48528
88233.57
... More
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.
43
4636
107.82
... More
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
9.28
652
70.3
... More
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
19
2115
111.32
... More
Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 710.1.4.of IRC:78 & 2200
12.97
14127
1089.21
... More
Good & Service Tax (GST)
6683071.38
1202952
0.18
... More
Labour Cess
7886024.22
78860
0.01
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