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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical 62 R C PATEL NAGAR NEAR NIMZARI NAKA SHIRPUR TA SHIRPUR DIST DHULE | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 5 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.7 Cr
EMD Value
₹1.5 L
Closing Date
7 Jul 2026, 6:00 pmClosed
Executive Engineer,P.W.Division,Dhule
Executive Engineer,P.W.Division,Dhule
From Savalde, Sukhvad, Shindkheda, Dusanakh upto Raipur (Sakri) (Improvement to Sukwad Shindkheda Balsane Vihirgaon Raipur Road SH-12 Km.66/00 to 70/00 Tal.Sakri Dist.Dhule)
2026_PWR_1312507_2
Dhule/ETN_No.9/2026-27
Open Tender
Civil Works
Percentage
270 days
Sakri
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,180
₹1.5 L
Superintending Engineer,P.W.Circle Office,Dhule
9 Jul 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
7 Jul 2026
30 Jun 2026
1 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 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. | - | One Square Meter | 1 | - |
| 2Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | |||||
| 3Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50meter. including all lifts, laying in layers of 20Centi Meter. to 30Centi Meter. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 Percentageof standard proctor density etc. complete ( Material obtained from departmental Land) | |||||
| 4 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 Percentageof standard Proctor density after laying them in layers of 20 Centi Meter. to 30 Centi Meter. with vibratory roller. | 1 | One Cubic Meter | 1 | ₹1 |
| 5Providing and constructing 50 Mili Meter. thick Modified Penetration Macadam (Modified Penetration Meccadum) road surface including all materials, preparing the existing road surface, spreading 40Mili Meter. stone layers metal 100Percentage crusher broken metal with conical crusher palnt, heating and spraying the bitumen of specified grade @ 1.75 Kilo Gram / Square Meter, spreading 12Mili Meter.size chips compacting with Static roller having weight 8 to 10 Metric Tonne. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat at the rate of 0.30Kilo Gram Square Meter.on existing bitumen surface. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) | |||||
| 6BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, 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 80/100 Mili Meter compacted thickness with drum mix type hot mix plant with Supervisory Control and Data Acquisition having complying essential features of Hot mix plant as perIndian Road Congress-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controller system and Programmable LoGalvanized Ironc Controllerfor Drum Mix plant ,Sensor paver,and Vibratory roller Including prime/Tack coat etc. complete --Bitumen 3.30Percentageof specified grade (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) | |||||
| 7 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40Percentageby 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 50Mili Meter compacted thickness with drum mix plant without Supervisory Control and Data Acquisition, Sensor paver and Vibratory roller Including prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) | - | One Cubic Meter | 1 | - |
| 8Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | |||||
| 9 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | - | One Cubic Meter | 1 | - |
| 10Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | |||||
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2_Sukwad_Shindkheda_SH_12_Km_66_to_70.pdf
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