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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹56.1 LAccepted-AOC | ₹56.1 L | 1st | Accepted-AOC aoc |
| 2 | 2nd₹56.6 LRejected-AOC | ₹56.6 L | 2nd | Rejected-AOC aoc |
| 3 | 3rd₹56.7 LRejected-AOC NAGRAL NANDED | ₹56.7 L | 3rd | Rejected-AOC aoc |
| 4 | 4th₹57.4 LRejected-AOC | ₹57.4 L | 4th | Rejected-AOC aoc |
| 5 | 5th₹58.1 LRejected-AOC | ₹58.1 L | 5th | Rejected-AOC aoc |
Tender Value
₹65.6 L
EMD Value
₹65,600
Closing Date
11 Feb 2026, 5:00 pmClosed
EEZPWORKSDIVBHOKAR
EEZPWORKSDIVBHOKAR
Improvement of MDR 5 Rajgad kankwadi road with CD work VR No 76 km 2/00 to 4/00 Tq kinwat Dist Nanded
2026_NANDE_1274547_4
ZPN/WD/Bho/e.TEN16/OPEN/25-26
Open Tender
Civil Works
180 days
Improvement of MDR 5 Rajgad kankwadi road with CD
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,180
₹65,600
29 Apr 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia and above. etc complete. Spec. No.: As directed by Engineer in charge. SSR No.46.31 P.No. 297
Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. Spec. No.: As directed by Engineer in charge. SSR No.46.29 P.No. 297
Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres 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 1.50 m) By Manual Means Spec. No.: Bd.A.1 Page No.259 SSR No.21.05 P.No. 153
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 and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for 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) Spec. No.: Bd.E.2 Page Number 288 and B.7 Page No 38 SSR No.24.04 P.No. 175
Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA Spec. No.: CD 8 Page 163 SSR No.11.29 P.No. 83
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. Spec. No.: Bd.F.17, Page Number 306 SSR No.26.33 P.No. 188
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000mm diameter in proper line, level and slope etc. complete. Spec. No.: CD.7 Page.No. 162 SSR No.11.17 P.No. 82
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 Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, 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.5.04 P.No. 38
A) For Sand = Royalty + Surcharge (2%) + Distt. Mineral Foundation Cess (10%) = 211.95 + 4.23 + 21.19 = 237.37 Per Cum.
B) For All Other Minerals = Royalty + Surcharge (2%) = 211.95 + 4.23 = 216.18 Per Cum.
Laboratory Testing Charges etc. Basic Test of Cement
Basic Test of Aggregate
Basic Test of Fine Aggregate
Concrete C.C Cube
ADD FOR GST 18%
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