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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical AP AHILYANAGAR DHUMALWADI TAL BARAMATI DIST PUNE | BARAMATI | PUNE | MAHARASHTRA | Accepted-Technical Accepted |
| 2 | Accepted-Technical JUNNASALWADI POST KATEWADI TAL BARAMATI DIST PUNE 413104 | PUNE | MAHARASHTRA | 413104 | Accepted-Technical Accepted |
| 3 | Accepted-Technical | Accepted-Technical Accepted |
| 4 | Accepted-Technical | Accepted-Technical Accepted |
| 5 | Accepted-Technical | Accepted-Technical Accepted |
Tender Value
₹16.7 L
EMD Value
₹16,718
Closing Date
20 Aug 2026, 6:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
18. Panadare - Concrete road from Jalindar Jagtaps house to Umesh Jagtaps Gota Tal- Baramati
2026_RDPUN_1327288_18
ZPPune/South/e-Tender/24/26-27
Open Tender
Civil Works
Percentage
180 days
Pune
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
₹16,718
18 Sept 2026
13 Aug 2026
21 Aug 2026
13 Aug 2026
20 Aug 2026
13 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 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 | 165 | Cubic Metre | 207 | ₹34,155 |
| 2 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | 25.3 | Cubic Metre | 1,785.56 | ₹45,174.67 |
| 3 | 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) | 6.15 | Cubic Metre | 2,657.18 | ₹16,341.66 |
| 4 | 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) | 17.65 | Cubic Metre | 6,150.09 | ₹1,08,549.09 |
| 5 | Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diaMetre
in proper line, level and slope etc. complete. | 30 | Running Metre | 8,408.37 | ₹2,52,251.1 |
| 6 | Providing cast in situ / ready mix M10 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 with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 4.05 bags/cumt) (Non SCADA Item) | 98.02 | Cubic Metre | 9,037.09 | ₹8,85,842.67 |
| 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 | 16.4 | Cubic Metre | 8,456.13 | ₹1,38,680.53 |
| 8 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete | 32.8 | Cubic Metre | 654.98 | ₹21,483.34 |
| 9 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complet | 32.8 | Cubic Metre | 79 | ₹2,591.2 |
| 10 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete | 82 | Square Metre | 21 | ₹1,722 |
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