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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹98.2 LAdmitted-Finance NANDED | NANDED | MAHARASHTRA | 431601 | +0.00% | ₹98.2 L | L1 | Admitted-Finance |
| 2 | L2₹1.0 CrAdmitted-Finance NANDED | KOLHAPUR | MAHARASHTRA | 415101 | +2.36% | ₹1.0 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.0 CrAdmitted-Finance NARANGAL TA NAIGAON KH DIST NANDED PIN 432709 | NANDED | NANDED | MAHARASHTRA | 432709 | +3.65% | ₹1.0 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical N A | FARIDABAD | HARYANA | 121004 | - | - | - | Rejected-Technical Bidder documents not as per tender condition |
Tender Value
₹1 Cr
EMD Value
₹1 L
Closing Date
4 Dec 2025, 5:00 pmClosed
EEZPWORKSBHOKAR
EEZPWORKSBHOKAR
Improvement to ghogari to ganeshwadi road cd work km 0/00 to 3/00 Vr 170 Tq. Hadgaon Dist,Nanded
2025_NANDE_1252546_1
ZPN/WD/Bhok/e.TEN13/OPEN/25-26
Open Tender
Civil Works
180 days
Improvement to ghogari to ganeshwadi road cd work
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,180
₹1 L
17 Dec 2025
27 Nov 2025
5 Dec 2025
27 Nov 2025
4 Dec 2025
27 Nov 2025
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
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) Spec. No.: MORTH 305 SSR No.2.28 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 - II Material Spec. No.: MORTH 401 SSR No.3.02 P.No. 27
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for Foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, 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) Spec. No.: Bd. E. 1 Page Number 287 SSR No.24.01 P.No. 175
Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. Spec. No.: MORTH 602.6.5 SSR No.5.15 P.No. 43
Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. Spec. No.: MORTH 602 SSR No.5.01 P.No. 37
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
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 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) Spec. No.: MORTH 503 SSR No.3.30 P.No. 30
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 laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. Spec. No.: Bd.V.41, Page Number 573 SSR No.42.09 P.No. 274
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
Providing and fixing RCC 200 metre stones as per I.R.C. standard including fixing in standard size C.C. 1:4:8 block including curing, painting lettering etc. complete. Spec. No.: MORTH 805 SSR No.6.02a P.No. 46
Providing and fixing 1:2:4 Ordinary Km. Stones metre stones as per I.R.C. standard including fixing in standard size C.C. 1:4:8 block including curing, painting lettering etc. complete. Spec. No.: MORTH 805 SSR No.6.02b P.No. 46
B) For All Other Minerals = Royalty + surcharge (2%) = 211.95+4.23 = 216.18 per cum
Concrete Mix Design (With all Tests on basic materials)
Liquid limit & plastic Limit. (Murum)
Compressive Strength OF C.C. Cube (Set of 3 cubes)
BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value, Crushing Value GSB
Penetration, Softening Point, Flash & Fire Point, Specific Gravity
ADD FOR GST 18%
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