Maharashtra Industrial Development Corporation Tender
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Maharashtra Industrial Development Corporation - MIDC Tender
Civil And Construction
Excavation
Eprocure
Opening Date9 Jan 2025
Closing Soon23 Jan 2025
Tender Amount₹ 1,73,09,570
Costs
EMD
₹ 1,50,000Document Cost
₹ 18,880Tender Fee
₹ 500
Summary
Additional Kurkumbh(patas) Approach Road
Description
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Contact
Tender Id
2025_MIDC_1135440_1Tender No
Maha_MIDC_Bmt_03/2024-25Tender Authority
Maharashtra Industrial Development Corporation ViewPurchaser Address
-Website
http://mahatenders.gov.in
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Documents
Tender document and item wise specification
BOQ Items
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Excavation for foundation in Hard rock by blasting including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum, watering, ramming, etc. complete. (All Lift) By Mechanical Means (Rates excluding GST)
4
912
3649.8
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Providing and laying in situ / ready mix M-20 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in following manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. (Rate excluding GST)
10
9049
90496
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Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600mm diameter in proper line, level and slope etc. complete. (Rate excluding GST)
40
5132
205312
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Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & lead and spreading for embankment or stacking as directed. (Rate excluding GST)
840
124
104958
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Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & lead and spreading or stacking as directed. (Rate excluding GST)
840
185
156114
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Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts & lead and spreading for embankment or stacking as directed. (Rate excluding GST)
420
1489
625779
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Providing earth work in embankment with approved materials obtained from other sources upto all lead & 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) (Rate excluding GST)
2550
1151
2936070
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Watering and compacting of embankment formed of materials obtained from the road cutting within all lead not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. (Rate excluding GST)
2100
95
200655
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (Rate excluding GST)
1465
2617
3834124.75
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Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. (Rate excluding GST)
710
2597
1844154
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Providing 50 mm thick Full grout bituminous treatment including supplying all materials , prepairing the exisisting road surface,applying tack coat @ 0.735 kg / sqm and laying the required thickness of metal layer, heating and spraying bitumen of specified Grade at the rate of 5.00 kg / sqm , spreading chips and compacting , making the surface good etc. complete ( For only Patch Repair works / For Road work ) (VG-30 bulk bitumen rates are considered to arrive at rates) (Rate excluding GST)
4725
556
2629698.75
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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 rates are considered to arrive at rates) (Rate excluding GST)
9450
17
161595
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DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50 mm compacted thickness .USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates), including cleaning the old / fresh asphalt surface thoroughly including laying the tack coat with VG-10 grade asphalt at the rate of 0.25 Kg/sqm etc. complete. (Rate excluding GST) a) 50mm comacted thick with heating aggregate.
4725
495
2342371.5
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BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder@5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 25mm compacted thickness with drum mix plant without SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) (Rate excluding GST) a) 25mm thick compact thick with heating aggregate.
4725
269
1271308.5
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Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015.
-
-
-
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Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (Rate excluding GST)
150
699
104895
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Royalty charges
-
-
-
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Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which royalty charges are tobe paid by the contractor. (This item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher).
2550
216
551259
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Lab Testing Charges
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-
-
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BASIC TEST OF CEMENT: Standard Consistancy, Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness.
1
3960
3960
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FINE AGGREGATE: Fineness Modulus ( Sieve Analysis ), Silt & Clay Content
1
1450
1450
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Sieve analysis test for metal below 40mm
32
725
23200
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BASIC TEST OF AGGREGATE: Water Absorption, Specific Gravity,Impact Value, Crushing Value.
1
2730
2730
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CONCRETE: Compressive Strength OF C.C. Cube (Set of 3 cubes).
2
725
1450
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MORTOR: Compressive Strength.( Set of 3 Cubes)
1
725
725
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SOIL / MURUM: Liquid limit & plastic Limit.
3
1230
3690
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SOIL / MURUM: Compaction Test ( Proctor Density ).
7
1955
13685
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MIX DESIGN: GSB Mix Design./Cement Treated Sub Base ( CTSB)
3
17065
51195
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Flakiness Index & Elongation Index test for metal below 40mm
1
895
895
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MIX DESIGN: Wet Mix Macadam Mix Design.
2
17065
34130
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BITUMEN: Penetration, Softening Point, Flash & Fire Point, Specific Gravity for Ashpalt VG-30 (Grade 60/70)
8
3290
26320
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BITUMEN: Viscosity test for Asphalt VG-30 (Grade 60/70)
8
2005
16040
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BITUMEN: Ducility / Elastic Recovery for Asphalt VG-30 (Grade 60/70)
8
950
7600
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Sieve Analysis test for Mix material / crushed metal
6
725
4350
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Water absorption, specific gravity, impact value, crushing value test for mix material / crushed metal
1
2730
2730
... More
Flekiness index / elongation index test for mix material / crushed metal
1
895
895
... More
Extraction test for Mix material (OGC)
4
1675
6700
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Job Mix Design with all Basic Tests on aggregate and bitumen for Dense Graded Bituminous Macadam
1
20355
20355
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Job Mix Design with all Basic Tests on aggregate and bitumen for Asphalt concrete
1
20355
20355
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