Rural Works Department Tender

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Rural Works Department - RWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date12 Jun 2024
Closing Date3 Jul 2024
Tender Amount₹ 1,61,03,000 
Notes
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Costs

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Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

779.92

41023

52.6

... More
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.

3764.21

494240

131.3

... More
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.

63.12

3938

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 @ 27.48/Cum

611.53

37596

61.48

... More
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

542.23

1066853

1967.53

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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.

15.78

51650

3273.18

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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

1224.56

7438063

6074.07

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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

2

3481

1740.9

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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)

1.08

14800

13704.3

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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.

731.22

40802

55.8

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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 2506

14.6

29539

2023.28

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Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

108.98

483717

4438.59

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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

409.05

1708720

4177.29

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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

266.25

1108201

4162.26

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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

66.24

284527

4295.41

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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

34.94

155112

4439.41

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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)

13.58

60164

4430.39

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Pointing with cement mortar (1:3 ) on brick or stone work in substructure as per Technical Specifications

419

25068

59.83

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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications.

82.94

9194

110.86

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-20)

6.72

32773

4877.02

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

0.86

75838

88184.75

... 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)

5.04

26995

5356.29

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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

2.7

31417

11636.24

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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.

327

36516

111.67

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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)

25.52

27796

1089.21

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Goods & Service Tax (G.S.T.) -

13331280.65

2399630

0.18

... More
Labour Cess -

15730911.17

157309

0.01



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