Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Jan 2025
Closing Soon12 Feb 2025
Tender Amount₹ 99,90,126 
Notes
Download

Costs

  • EMD

    ₹ 99,901
  • Document Cost

    ₹ 5,900
  • Tender Fee

    ₹ 500

Description

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3937.5

258

1017450

3937.5

257

1012725

3262.73

256

835422.02

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Item No. 3 :- Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) (S.S.R. I.No. 4.12)

0.01

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3750

244

915000

3750

223

838312.5

3198.75

223

713801.06

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Item No. 4 :- Providing and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of VG-30 grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete (MORT & H 2001 clause 511 P. No. 192 RD 51 P.No. 227) (S.S.R. I. No. 4.03)

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3750

67

254437.5

3750

67

254062.5

3198.75

67

216395.44

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Item No. 5 :- Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. [As Directed by Engineer In Charge] (S.S.R. I. No. 8.23)

6419.25

10

64192.5

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Item No. 6 :- Construction of Granular Shoulder of 150 mm thick close graded material, conforming to Clause 401 of MORTH Specification and having soaked CBR not less than 30% , granular layer compacted to at least 98% of maximum dry density determied as per IS:2720 (Part 8), also the remaining specification conforming to Section 300 of MORTH. (Murum is not allowd). Constructed by MIx in place Method and grading etc. completed and as directred by Engineer Incharge (Rete Approved as per S.E. P.W. Circle Akola Lr. No. 657/ P.S.-2/2023 Dt. 31/01/2023)

0.01

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-

371.25

2035

755697.94

371.25

2015

748272.94

316.68

1995

631950.77

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Item No. 7 :- Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. [MORTH 309] (S.S.R.I.No. 2.18)

2054.16

119

244445.04

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Item No 8 :- Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge (S.S.R.I.No. 6.36 )

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9963

9963

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Item No. 9 :- Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) [MORTH 305] (S.S.R.I.No. 2.28)

1027.08

225

231093

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Item No. 9 :- Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) [MORTH 305] (S.S.R.I.No. 2.28)

0.01

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382.5

1049

401472

382.5

1068

408643.87

326.27

1086

354622.86



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