Rural Works Department Tender

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Rural Works Department - RWD Tender

Works
Civil And Construction
Eprocure
Opening Date30 Sep 2024
Closing Date9 Oct 2024
Tender Amount₹ 1,04,37,187 
Notes
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Description

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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) Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.

80

4992

62.4

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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

306.53

18845

61.48

... 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

561.54

1254570

2234.16

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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.

14

50222

3587.34

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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

782.2

5017398

6414.47

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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

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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 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) 60 x 45 Cm Rectangular for villages and others

2

10624

5312

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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 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) 60 Cm equilateral Triangle

2

8220

4110.1

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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 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

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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 and backfilling with approved material.

328.7

18341

55.8

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Construction of dry rubble flooring at cross drainage works for relatively less important works.

15.58

35297

2265.56

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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. (P.C.C. Grade M-15)

46.12

220368

4778.16

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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

129.1

586005

4539.16

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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

91

410526

4511.28

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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 (1st sort) in C.M. (1:3)

70.52

328178

4653.69

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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

34.6

166013

4798.09

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-15)

4.32

20606

4769.96

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-20 in Cover Slab)

5.5

28723

5222.53

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab)

5.04

28745

5703.51

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

2.48

29741

11992.48

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

0.8

70657

88321.46

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Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications

81.64

9458

115.86

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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.

120

13260

110.5

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Painting Two coats on New Concrete Surfaces (Painting Two Coats after filling the Surface With Synthetic Enamel paint in all Shades on New Plastered comcrete Surfaces

81.64

5739

70.3

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Providining & fixing 20 mm Thick Compressible Fibre Board in Expansion joint Complete as per specification

30

8067

268.9

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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications

130

7914

60.88

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Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification Clause 1204.3.8 (With Sandy Material)

25.94

21234

818.6

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

8757498.84

1576349

0.18

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Labour Cess -

10333848.64

103338

0.01



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