Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date20 Feb 2019
Closing Date8 Mar 2019
Tender Amount₹ 29,83,527 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 36,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WARDH_420141_57Bid Award Id
ViewTender No
EE ZP WRKS/OPEN/TN-83/2018-19Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and
stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Handbroken).(SSR.I.NO 50.56)
348.3
377121
1082.75
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Supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc. complete. (Prior approval of sample 40M.M.Hand Broken) (SSR.I.NO 50.57)
420
475755
1132.75
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Rd.24/Page NO.203 Supplying soft murrum / sand at the road side , including conveying and stacking complete. (SSR.I.NO 2.29b)
140
93205
665.75
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MORTH 408 Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (SSR.I.NO 2.29a)
516.61
349615
676.75
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As directed by Engineer in Charge Spreading 80 mm Matal including sectioning etc.complete. (SSR.I.NO 50.58)
348.3
29605
85
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As directed by Engineer in Charge Spreading 40 mm Matal including sectioning etc.complete. (SSR.I.NO 50.58)
420
35700
85
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Rd.28/Page NO.205 Spreading hard murum for side width etc. Complete SSr It No 2.30 Sr no. 107
656.61
37426
57
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As directed by Engineer in Charge Compacting the hard murum/Kankar for all widths (200 mm loose) with static roller including necessary,labour, material and artificial watering complete. (SSR.I.NO 50.61)
810
8910
11
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As directed by Engineer in Charge Compacting the sub grade / gravel / oversize metal (200 mm loose) layers for all widths power roller including Weight 8 to 10 MT Including necessary,labour, material and artificial watering complete. (SSR.I.NO 50.59)
1741.5
47020
27
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As directed by Engineer in Charge Compacting the sub grade / gravel / oversize metal (100 mm loose) layers for all widths power roller including Weight 8 to 10 MT Including necessary,labour, material and artificial watering complete. (SSR.I.NO 50.61)
4200
105000
25
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As directed by Engineer in Charge Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.(SSR.I.NO 2.31)
1120
17920
16
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IRC SP-20-2002 Clause no 8.7.3 Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface (SSR.I.NO 3.38a)
4200
767760
182.8
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MORTH 511 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) (SSR.I.NO 4.12)
4200
637770
151.85
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MORTH 513 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. (SSR.I.NO 4.03)
4200
195720
46.6
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MORTH 513 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
1
7968
7968
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Royalty Charges
1601.31
226329
141.34
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Quality Control Test
-
-
-
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E/W-Compactio Test (Proctor Density)
1
1650
1650
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80 mm Metal - ( Water Absorption test Specific Gravity ,Impact Value & Crushing Value)
1
2300
2300
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80 mm Metal -Sleive analysis (Gradation)
2
1200
600
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Abration Value (Gradation)
1
1050
1050
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40 mm Metal -( Water Absorption test Specific Gravity ,Impact Value & Crushing Value)
1
2300
2300
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40 mm Metal -Sleive analysis (Gradation)
2
1200
600
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Abration Value (Gradation)
1
1050
1050
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Soft Murrum ( Liquid limit & Plastic limit
1
1000
1000
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Hard Murum ( Liquid limit & Plastic limit
3
3000
1000
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Sleive analysis (Gradation)
3
1800
600
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Bitumen for 50mm MPM
-
-
-
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Water Absorption test Specific Gravity ,Impact Value & Crushing Value
1
2300
2300
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Sleive analysis (Gradation)
1
600
600
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Abration Value
1
1050
1050
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Group Test ( Penetraction ,Softing Point , Flsh & Fire Point ,Specific Gravity )
1
2750
2750
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Viscosity
1
1700
1700
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For 20mm thk Premix Carpet
-
-
-
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Water Absorption test Specific Gravity ,Impact Value & Crushing Value
1
2300
2300
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Sleive analysis (Gradation)
1
600
600
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Abration Value
1
1050
1050
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Group Test ( Penetraction ,Softing Point , Flsh & Fire Point ,Specific Gravity )
1
2750
2750
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Viscosity
1
1700
1700
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Extraction Test (For OGC)
1
1400
1400
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Premix Seal Coat
-
-
-
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Group Test ( Penetraction ,Softing Point , Flsh & Fire Point ,Specific Gravity )
1
2750
2750
Evaluation Notes How It Works ?
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