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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹29.1 LAdmitted-Finance | -27.00% | ₹29.1 L | L1 | Admitted-Finance |
| 2 | L2₹32.3 LAdmitted-Finance | -18.99% | ₹32.3 L | L2 | Admitted-Finance |
| 3 | L3₹33.3 LAdmitted-Finance N A | -16.66% | ₹33.3 L | L3 | Admitted-Finance |
| 4 | L4₹35.5 LAdmitted-Finance M S BARGE CONSTRUCTION PRIVATE LIMITED | -11.11% | ₹35.5 L | L4 | Admitted-Finance |
| 5 | L4₹35.5 LAdmitted-Finance A P HINGANIGADA KHARADE WASTI NEAR KURKUMBH MIDC TAL DAUND DIST PUNE 412 203 | PUNE | PUNE | MAHARASHTRA | 412203 | -11.11% | ₹35.5 L | L4 | Admitted-Finance |
Tender Value
₹39.9 L
EMD Value
₹40,000
Closing Date
21 May 2026, 11:00 amClosed
The EE, MIDC Baramati Division
Office of the Executive Engineer, MIDC, Baramati Division, Pencil Chowk, Baramati
BIA...M and R to WSS... Providing speed breaker, filling of pot holes and MIDC board painting Baramati Indl. Area
2026_MIDC_1300572_1
Maha_MIDC_Bmt_03/2026-27
Open Tender
Civil Works
365 days
Baramati
as per tender document
8 documents required · 8 mandatory
₹10,030
₹40,000
16 Jun 2026
6 May 2026
22 May 2026
6 May 2026
21 May 2026
14 May 2026
6 May 2026 - 8 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 upto a lead of 50m. and spreading for embankment or stacking as directed. | 105 | Cubic Meter | 123.75 | ₹12,993.75 | BI01010001010000000000000515BI0100001113 |
| 2 | 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) | 198 | Cubic Meter | 1,039.5 | ₹2,05,821 | BI01010001010000000000000515BI0100001118 |
| 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed | 100 | Cubic Meter | 202.8 | ₹20,280 | BI01010001010000000000000515BI0100001122 |
| 4 | 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 | 360 | Cubic Meter | 2,646.05 | ₹9,52,578 | BI01010001010000000000000515BI0100001123 |
| 5 | 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. | 180 | Cubic Meter | 2,623.55 | ₹4,72,239 | - |
| 6 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) | 1,569 | Square Meter | 22.6 | ₹35,459.4 | - |
| 7 | 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 | 1,200 | Square Meter | 34.6 | ₹41,520 | - |
| 8 | 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 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) | 117 | Cubic Meter | 10,947 | ₹12,80,799 | - |
| 9 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 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 compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) | 40 | Cubic Meter | 11,947.25 | ₹4,77,890 | - |
| 10Providing 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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