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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹39.7 LAccepted-AOC SECTOR NO 18 SHIVTEJ NAGAR CHINCHWAD PUNE 19 | PUNE | PUNE | MAHARASHTRA | ₹39.7 L | L-1 | Accepted-AOC ACCEPTED |
| 2 | L-2₹40.4 LRejected-AOC AT POST MATKULI TAL ASHTI DIST BEED | ASHTI | BEED | MAHARASHTRA | ₹40.4 L | L-2 | Rejected-AOC REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical Name on affidaviate is differant |
| 4 | Rejected-Technical C | 411017 | - | - | Rejected-Technical Relevant documents not as per NIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical Work done not as per NIT |
Tender Value
₹39.8 L
EMD Value
₹39,800
Closing Date
27 Jul 2026, 11:00 amClosed
Executive Engineer MIDC IT Pune
4th floor, Jog center Buiding, near Vodafe building, wakadewadi, Pune 3
IT ADDL PUNE INFOTECH PARK 2 INDUSTRIAL AREA Rajiv Gandhi Infotech park Hinjawadi Ph 2 M and R to Roads Repairs to main asphalt road near Gera corner Wipro circle
2026_MIDC_1316530_1
28D/2026
Open Tender
Civil Works
Percentage
Hinjawadi Pune
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,030
₹39,800
25 Aug 2026
10 Jul 2026
28 Jul 2026
10 Jul 2026
27 Jul 2026
18 Jul 2026
10 Jul 2026 - 15 Jul 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 |
|---|---|---|---|---|---|
| 1.01 | Sub Estimate ; -Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete | 178 | Square Meter | 45.9 | ₹8,170.2 |
| 1.02 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means | 481 | Cubic Meter | 211.1 | ₹1,01,539.1 |
| 1.03 | Supplying hard/soft murum/ kankar at the road site, including conveying and stacking complete. Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 241 | Cubic Meter | 443.61 | ₹1,06,910.01 |
| 1.04 | 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 | 118 | Cubic Meter | 8,627.36 | ₹10,18,028.48 |
| 1.05 | Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. 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 100% crusher broken metal with conical crusher palnt, heating and spraying the bitumen of specified 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 applying tack coat at the rate of 0.30 Kg Sqm.on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) | 784.4 | Square Meter | 269.8 | ₹2,11,631.12 |
| 1.06 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, 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 for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) | 39.22 | Cubic Meter | 8,432.45 | ₹3,30,720.69 |
| 1.07 | 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 50mm compacted thickness with drum mix plant with 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) | 23.53 | Cubic Meter | 11,638.2 | ₹2,73,846.85 |
| 1.08 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant | 148 | Running Meter | 564.97 | ₹83,615.56 |
| 1.09 | Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) | 18 | Cubic Meter | 7,295.34 | ₹1,31,316.12 |
| 1.1 | Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete. | 35.52 | Cubic Meter | 863.1 | ₹30,657.31 |
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