Rural Works Department Tender

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Rural Works Department - RWD Tender

Works
Civil And Construction
Eprocure
Opening Date15 Apr 2024
Closing Date22 Apr 2024
Tender Amount₹ 18,79,075 
Notes
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Description

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BOQ Items

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Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).

148.5

39312

264.73

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Construction of Subgrade and Earthen ShouldersConstruction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).

27.64

7317

264.73

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Granular Sub-base with Well Graded Material (Table 400.1)(i)For Grading I Material (With Stone Screening)Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

41.66

124454

2987.4

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WBM Grading 3 (By Mechanical Means ) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

31.25

155444

4974.23

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Cement Concrete Pavement Construction of un-reinforced , dowel jointed at expansion and construction joint only , plain cement thickness as per design , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 grade coarse and fine aggregate maximum size of aggregate not exceeding 25mm , mixed in a concrete of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork ( steel channel ,laying and fixing of 125 micron thick plythene 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 slab for 14 days curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification clause 1501.

66.66

593517

8903.66

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ii) Ordinary Kilometer Stone (Precast)

1

3026

3026.64

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(I)Providing and Fixing 'Logo' of Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

3

32830

10943.49

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900 mm equilateral & triangle

1

2027

2027.92

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600 mm x 450 mm rectangular

1

2024

2024.48

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900 mm side octagon, OR

1

2215

2215.3

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At Both Edge For CC Pavement

22

23139

1051.81

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

67.5

27393

405.83

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Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

6.75

50278

7448.64

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Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

65.41

422819

6464.14

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Providing concrete for plain/reinforced concrete M-20 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 20

1.5

12720

8480.11

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Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 face complete as per drawing and technical specification

50

7540

150.8

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Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , 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 face complete as per drawing and technical specification

70

16704

238.63

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Total Construction Cost

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-

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GST 18%

1

277704

277704

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Labour cess 1%

1

15428

15428

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SEIGNIORAGE FEE

1

15198

15198.37

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Total Construction Cost (GST18% L.S 1% & S.F) (In Lacs) (A)

-

-

-

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1st Year Maintenance cost

0.11

26

236.36

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2nd Year Maintenance cost

0.11

216

1963.64

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3rd Year Maintenance cost

0.11

23179

210718.18

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4th Year Maintenance cost

0.11

39

354.55

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5th Year Maintenance cost

0.11

44

400

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Total Maintanance Cost

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-

-

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GST 18%

1

4230

4230.72

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Labour cess 1%

1

235

235.04

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Total Maintanance Cost (GST18% L.S 1% & S.F) (In Lacs) (B)

-

-

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