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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹40.8 LAdmitted-Finance | -0.30% | ₹40.8 L | L1 | Admitted-Finance |
| 2 | L2₹41.7 L+₹94,011.35 (2.31%)Admitted-Finance | +2.00% | ₹41.7 L+₹94,011.35 (2.31%) | L2 | Admitted-Finance |
| 3 | L3₹42.9 L+₹2.2 L (5.32%)Admitted-Finance | +5.00% | ₹42.9 L+₹2.2 L (5.32%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical simillar type of work done not submited |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical M.O.S.T not valid, Bid capacity not submited, |
Tender Value
₹40.9 L
EMD Value
₹40,875
Closing Date
31 Mar 2026, 5:00 pmClosed
Add.Chief Executive Officer Z.P.Pune WellaslayRd.C
Add.Chief Executive Officer Z.P.Pune WellaslayRd.Camp Pune 411001
3 CONSTRUCTION IMPROVEMENT OF ROAD VADAJ TO (TONECHIWADI ) NIMDARI ROAD. TAL. JUNNAR. (V.R. 81) CH. 0/378 TO 2/000
2026_RDPUN_1289692_3
ZPPune/North/eTender/107/25-26
Open Tender
Civil Works - Roads
Percentage
PUNE
As Per NIT
9 documents required · 9 mandatory
₹590
₹40,875
8 Apr 2026
24 Mar 2026
1 Apr 2026
24 Mar 2026
31 Mar 2026
24 Mar 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 |
|---|---|---|---|---|---|
| - | Excavation for roadway in hard murum and boulder 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. | - | Cubic Metre | - | - |
| - | Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed | - | Cubic Metre | - | - |
| - | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. | - | Cubic Metre | - | - |
| - | 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 | - | Cubic Metre | - | - |
| - | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-incharge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete(Non SCADA Item) | - | Cubic Metre | - | - |
| - | Providing and laying in situ cement concrete M -30 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 with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.(Non SCADA Item) | - | Cubic Metre | - | - |
| - | Supplying hard murum/ kankar at the road site, including conveying and stacking complete | 1 | Cubic Metre | - | - |
| - | Spreading hard murum/ soft murrum/ gravel or kankar for side width complet | 1 | Cubic Metre | - | - |
| - | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete | - | Square Metre | - | - |
| - | Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diaMetre
in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. | - | Running Metre | - | - |
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