Municipal Council Tender
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Municipal Council Tender
Housekeeping Services
Eprocure
Opening Date10 Apr 2018
Closing Date24 Apr 2018
Tender Amount₹ 31,71,435
Costs
EMD
₹ 20,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_DMA_306554_1Bid Award Id
ViewTender No
MMC/PHD/eT-02/2018-2019Tender Authority
Municipal Council ViewPurchaser Address
-
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Documents
BOQ Items
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting ?ith Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. Grading I (Using Screening Type B (11.2 mm) Aggregate) SSR17.18 IN.3.19 MORTH.408
248.49
-
1161.64
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate) SSR17.18 IN.3.20 MORTH.404
112.95
-
1427.33
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Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. SSR17.18 I3.29 MORTH.502
1506
-
17.93
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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. SSR17.18 IN.3.37 IRC.SP.20 Cl.8.7.3
1506
-
126.74000000000001
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Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.VG-30 bulk bitumen SSR17.18 IN.3.30 MORTH.503
1506
-
8.43
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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 VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk -- USING 80 TPH Batch mix type hot mix plant with SCADA, Paver and Vibratory roller SSR17.18 IN.4.09 MORTH.510
1506
-
128.36
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Supplying hard murum/ kankar at the road site, including conveying and stacking complete. SSR17.18 IN.2.29 MORTH.408
45.18
-
319.93
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Spreading hard murum for side width etc. complete SSR117.18 IN.2.30 MORTH.408
45.18
-
49
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Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. SSR17.18 IN.2.31 MORTH.408
301.2
-
10
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Testing of materials utilized in the work as per frequency required and as directed by Engineer in charge. Hard Murum Gradation, Atterberg Limits. SSR17.18 IN.31
1
-
1000
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Testing of materials utilized in the work as per frequency equired and as directed by Engineer in charge. Water Absorption, Specific Gravity,lmpact Value ICrushing Value. Aggregates for WBM Gr.I & Gr.II SSR17.18 IN.2
1
-
2300
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Testing of materials utilized in the work as per frequency equired and as directed by Engineer in charge. Sieve analysis WBM Gr.I & Gr.II SSR17.18 IN.3
1
-
600
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Testing of materials utilized in the work as per frequency equired and as directed by Engineer in charge. Water Absorption, Specific Gravity,lmpact Value ICrushing Value. Aggregates for MPM SSR17.18 IN.2
1
-
2300
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Testing of materials utilized in the work as per frequency equired and as directed by Engineer in charge. Sieve analysis Aggregates for MPM SSR17.18 IN.3
1
-
600
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Testing of materials utilized in the work as per frequency equired and as directed by Engineer in charge. Compaction Test ( Proctor Density ). SSR7.18 IN.32
1
-
1650
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Testing of materials utilized in the work as per frequency required and as directed by Engineer in charge. Bitumen from Refinery. Penetration, softening point, fire point, specific gravity test of bitumen SSR17.18 IN.42
2
-
2750
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Testing of materials utilized in the work as per frequency required and as directed by Engineer in charge. Extraction Test,(For OGC ) test for binder content. SSR117.18 IN.45
1
-
1400
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Royalty charges levied for materials like murum, sand, metal, rubble, soil utilized in the road work. Charges as per Govt. of Maharashtra Gazette no. 67 Dtd.15.5.15
952.6454
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141.34
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