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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.5 LAdmitted-Finance | -0.16% | ₹12.5 L | L1 | Admitted-Finance |
| 2 | L2₹12.7 L+₹26,952.87 (2.16%)Admitted-Finance | +2.00% | ₹12.7 L+₹26,952.87 (2.16%) | L2 | Admitted-Finance |
| 3 | L3₹12.9 L+₹39,431.06 (3.17%)Admitted-Finance | +3.00% | ₹12.9 L+₹39,431.06 (3.17%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹12.5 L
EMD Value
₹12,478
Closing Date
12 Aug 2026, 6:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
48. Construction of road and Gutter in Sonawadi Gaothan. Tal- Daund
2026_RDPUN_1324105_48
ZPPune/South/e-Tender/21/26-27
Open Tender
Civil Works
Percentage
180 days
PUNE
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
₹12,478
Yes
17 Sept 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 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 | 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. | 112.13 | Cubic Metre | 119 | ₹13,342.88 |
| 2 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete | 58.31 | Cubic Metre | 654.98 | ₹38,188.61 |
| 3 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complet | 58.31 | Cubic Metre | 79 | ₹4,606.1 |
| 4 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete | 448.5 | Square Metre | 21 | ₹9,418.5 |
| 5 | 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) | 44.85 | Cubic Metre | 2,772.19 | ₹1,24,332.72 |
| 6 | 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)(Non SCADA Item) | 42.9 | Cubic Metre | 6,333.14 | ₹2,71,691.71 |
| 7 | Providing and laying in situ cement concrete M -20 with tremix treatment for 200 mm thickness for
Concrete Road is including laying plastic sheet for 125 micron thickness with groove cutting of 4 mm wide and 20
mm deep with necessary refilling with bitumen ( excluding reinforcement) with coarse and fine aggregate ( Natural
Sand /VSI grade finely washed crushed sand) etc. complete -- M30 Item Converted to M20 Item. DIfference in Cost
of Cement 0.40 MT - 0.35 MT = 0.05 MT at Rs 6000 is 0.05 x 6000 = Rs 300, hence Final Rate = Basic Rate for M30
Item - Rs 3000 - Rs 126 for NON SCADA i.e. (8446 - 300 - 126 = 8020 Final Rate = 8020.00 | 78 | Cubic Metre | 8,642.47 | ₹6,74,112.66 |
| 8 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. 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 1.5 m.) By Mechanical Means | 33.75 | Cubic Metre | 207 | ₹6,986.25 |
| 9 | Providing and laying concrete pipes of I.S.NP. class of 225mm diaMetre in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in
cement mortar 1:1 and refilling the trench complete. | 100 | Running Metre | 573.24 | ₹57,324 |
| 10 | Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. Cover medium duty 140Kilogramwith frame etc complete. | 4 | Number | 9,462.95 | ₹37,851.8 |
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