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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.9 LAccepted-AOC | ₹16.9 L Quoted ₹13.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.9 LRejected-AOC | ₹14.9 L | L2 | Rejected-AOC L2 |
| 3 | L3₹15.7 LRejected-AOC | ₹15.7 L | L3 | Rejected-AOC L3 |
| 4 | L4₹17.4 LRejected-AOC | ₹17.4 L | L4 | Rejected-AOC L4 |
| 5 | L5₹21.4 LRejected-AOC | ₹21.4 L | L5 | Rejected-AOC L5 |
Tender Value
₹20.4 L
EMD Value
₹21,000
Closing Date
17 Apr 2026, 5:00 pmClosed
Office of the EEDPDC NMC Nagpur
Office of the EEDPDC NMC Nagpur
ASPHALTING OF ROAD AT ZULELAL and SAMAJ EKTA SOCIETY IN PRABHAG NO. 35
2026_NMCN_1293902_1
1/32/EEDPDC/2026
Open Tender
Civil Works
180 days
Office of the EE DPDC NMC Nagpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹21,000
5 Jun 2026
10 Apr 2026
20 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 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 |
|---|---|---|---|---|---|---|
| 1.01 | 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. | - | Cum | - | - | 2.11 (MORTH 301) |
| 1.02 | Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed. | - | Cum | - | - | 342 |
| 1.03 | Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete. | - | Cum | - | - | 11.24 (CD 27) |
| 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 | - | Cum | - | - | 3.01 (MORTH 401) |
| 1.05 | 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 vibratory roller to the required density. By Mechanical Means -Grading I (Using Screening Type B (11.2 mm) Aggregate) | - | Cum | - | - | 3.19 (MORTH 404) |
| 1.06 | 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 vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | - | Cum | - | - | 3.2 (MORTH 404) |
| 1.07 | 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 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 Kilogram/Square Metre, 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.(VG-30 bulk bitumen rates are considered to arrive at rates) | - | Sqm | - | - | 3.37b (MORTH) |
| 1.08 | 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 Kilogram/10 Square Metre.(VG-30 bulk bitumen rates are considered to arrive at rates) | - | Cum | - | - | 3.3 (MORTH 503) |
| 1.09 | BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading II, 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 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC- 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 PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) | - | Cum | - | - | 3.42 (MORTH 504) |
| 1.1 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading II, 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) | - | Cum | - | - | 3.5 (MORTH 507) |
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