Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date24 Feb 2021
Closing Date4 Mar 2021
Tender Amount₹ 36,15,548
Costs
EMD
₹ 42,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_WARDH_645674_20Bid Award Id
ViewTender No
EE WORKS/ZP/CIVIL/T-16/2020-21Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
Rd.19,20,21,22/P-197 to 201.
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 stack of broken metal by the Ex. Engineer is necessary, the date of approval will form part of the measurements] By breaking boulders (hand broken).
80 mm. Metal –
[SSR.I.No.50.56]
119.46
-
1332.55
Rd.19,20,21,22/P-197 to 201.
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 stack of broken metal by the Ex. Engineer is necessary, the date of approval will form part of the measurements] By breaking boulders (hand broken).
40 mm. Metal –
[SSR.I.No.50.57]
81.45
-
1382.55
Rd.24/Page No.203 Supplying soft murum at the road side, including conveying and stacking complete. [SSR.I.No.2.29b]
27.15
-
950.55
MORTH 408 Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
[SSR.I.No.2.29a].
225.8
-
953.55
As directed by the Engineer incharge
Spreading 80 mm. metal including sectioning complete.
[SSR.I.No.50.58]
119.46
-
85
As directed by Engineer-in-charge
Spreading 40 mm. metal including sectioning complete.
[SSR.I.No.50.58].
81.45
-
85
Rd.28/Page No.205
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
[SSR.I.No.2.30].
252.95
-
72
As directed by the Engineer Incharge
Compacting the sub grade/gravel/ oversize metal (200 mm loose) layers for all widths with Power roller having weight 8 to 10 MT capacity including necessary, labour, materials and artificial watering complete. [SSR.I.No.50.59]
597.3
-
27
As directed by Engineer-in-charge
Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete. [SSR.I.No.50.61].
814.5
-
25
As directed by Engineer-in-charge
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
(SSR.I.No.2.31).
1810
-
16
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 specified grade @ 1.75 Kilogram/Square Metre, 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.(VG-30 bulk bitumen rates are considered to arrive at rates)
(SSR.I.No.3.37a)
814.5
-
212.65
IRC-SP-20, 2002 Clause No. 8.7.3
Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75Kilogram/ Square Metre, 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 applying tack coat of bitumen 0f specified grade at the rate of 0.30KilogramSquare Metre.(on existing bitumen surface.)
(SSR.I.No.3.38a)
5592.9
-
228.55
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)
5592.9
-
183.1
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 specified grade @ 0.68Kilogram/ Square Metre. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) [SSR.I.No.4.03]
5592.9
-
46.8
MORTH 801
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. Number As directed by Engineer in Charge
(SSR.I.No.6.36).
1
-
8848
Royalty Charges (Metal+Murum)
722.97
-
144.16
Quality Control Tests
-
-
-
Compaction Test - (Proctor Density)
1
-
1750
80 mm metal -Crushing value
2
-
540
80 mm Metal - Sieve Analysis
2
-
540
40 mm metal -Crushing value
1
-
540
40 mm Metal - Sieve Analysis
1
-
540
Soft Murum (Liquid Limit & Plastic Limit)
1
-
900
Hard Murum (Liquid Limit & Plastic Limit)
3
-
900
For 50 mm M.P.M. (WBM)
-
-
-
Sieve Analysis
1
-
540
Penetration
1
-
620
Viscosity
1
-
1700
For 50 mm M.P.M. (B.T.)
-
-
-
Sieve Analysis
2
-
600
Penetration
2
-
620
20 mm thick Premix Carpet
-
-
-
Sieve Analysis
2
-
540
Penetration
2
-
620
Extraction Test (Bituminous mix)
2
-
1260
Premix Seal Coat
-
-
-
Penetration
2
-
620
Evaluation Notes How It Works ?
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