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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.5 LAccepted-AOC | ₹49.5 L | L1 | Accepted-AOC Lowest Amount Quoted BY M/s Chakradhar Construction 4950185.01 |
| 2 | L2₹52.0 LRejected-AOC | ₹52.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹52.6 LRejected-AOC | ₹52.6 L | L3 | Rejected-AOC L3 |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
27 Jan 2026, 5:00 pmClosed
Executive Engineer ZP Works Div Nanded
Executive Engineer ZP Works Div Nanded
Improvement To Digras Nandala to Khadkut Road VR 49 Km 0/00 To 1/00 Tq.Ardhapur Dist.Nanded
2026_NANDE_1270235_1
ZPN/WD/NED/E.TEN11/OPEN/25-26
Open Tender
Civil Works
180 days
VR 49 Km 0/00 To 1/00 Tq.Ardhapur Dist.Nanded
Please Refer Tender Document
5 documents required · 5 mandatory
₹590
₹50,000
20 Apr 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
27 Jan 2026
20 Jan 2026
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. Spec. No.: MORTH 201 SSR No.2.09 P.No. 23
Excavation 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. Spec. No.: MORTH 309 SSR No.2.18 P.No. 24
Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Spec. No.: SSR No.2.29a P.No. 25
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Spec. No.: SSR No.2.30 P.No. 25
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Spec. No.: SSR No.2.31 P.No. 25
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 Spec. No.: MORTH 401 SSR No.3.01 P.No. 27
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) Spec. No.: MORTH 404 SSR No.3.19 P.No. 29
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) Spec. No.: MORTH 404 SSR No.3.20 P.No. 29
Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel 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) Spec. No.: IRC-SP-20, 2002 Clause No. 8.7.3 SSR No.3.35b P.No. 31
Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) Spec. No.: MORTH 510 SSR No.4.12 P.No. 36
Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG- 30 bulk bitumen rates are considered to arrive at rates) Spec. No.: MORTH 511 SSR No.4.01 P.No. 35
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) Spec. No.: MORTH 503 SSR No.3.31 P.No. 30
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Spec. No.: CD.7 Page.No. 162 SSR No.11.11 P.No. 81
B) For All Other Minerals = Royalty + surcharge (2%) = 211.95+4.23 = 216.18 per cum
A) Water Absorption, Specific Gravity,Impact Value, Crushing Value. (G-I, G-II)
B) Liquid limit & plastic Limit.
C) Penetration, Softening Point, Flash & Fire Point, Specific Gravity
ADD FOR INSURANCE 0.50%
ADD FOR GST 18%
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