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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.5 LAdmitted-Finance | -29.95% | ₹8.5 L | L1 | Admitted-Finance |
| 2 | L2₹8.9 L+₹39,747.38 (4.70%)Admitted-Finance A P RAJURI TAL JUNNER | -26.66% | ₹8.9 L+₹39,747.38 (4.70%) | L2 | Admitted-Finance |
| 3 | L3₹8.9 L+₹42,284.45 (5.00%)Admitted-Finance | -26.45% | ₹8.9 L+₹42,284.45 (5.00%) | L3 | Admitted-Finance |
| 4 | L4₹9.2 L+₹71,279.50 (8.42%)Admitted-Finance | -24.05% | ₹9.2 L+₹71,279.50 (8.42%) | L4 | Admitted-Finance |
| 5 | L5₹9.3 L+₹81,548.58 (9.64%)Admitted-Finance | -23.20% | ₹9.3 L+₹81,548.58 (9.64%) | L5 | Admitted-Finance |
Tender Value
₹12.1 L
EMD Value
₹12,081
Closing Date
15 May 2026, 5:00 pmClosed
Add.Chief Executive Officer Z.P.Pune
Add.Chief Executive Officer Z.P.Pune 1 Wellesly road Camp Pune
2 Construction of Juna rajuri road at Jadhavwadi Tal . Junnar
2026_RDPUN_1301272_2
ZPPune/North/e-Tender/1/26-27
Open Tender
Civil Works - Roads
Percentage
PUNE
As Per NIIT
9 documents required · 9 mandatory
₹590
₹12,081
Yes
13 Jul 2026
8 May 2026
18 May 2026
8 May 2026
15 May 2026
8 May 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 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. | - | Cubic Metre | 119 | - |
| 2 | 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 A (13.2) mm Aggregate) | - | Cubic Metre | 2,822.51 | - |
| 3 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete | - | Cubic Metre | 654.98 | - |
| 4 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complet | - | Cubic Metre | 79 | - |
| 5 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete | - | Square Metre | 21 | - |
| 6 | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. | - | Running Metre | 2,833.11 | - |
| 7 | Providing and fixing board displaying information, such as 'Name of work, Tender cost,
Name of Contractor, Work completion and liability period etc', having rectangular shape
of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with
one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and
grey stove enamel on back side and border / messages / symbols etc. with approved colour
shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross
braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle
iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and
white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8
concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling,
transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge | - | Number | 9,963 | - |
| 8 | BASIC TEST OF AGGREGATE. 1)Water Absorption, Specific Gravity,Impact Value, Crushing Value. | - | Per Test | 2,730 | - |
| 9 | SOIL / MURUM. 2)Liquid limit & plastic Limit. | - | Per Test | 1,230 | - |
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