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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹83.1 LAdmitted-Finance | -0.09% | ₹83.1 L | L1 | Admitted-Finance |
| 2 | L2₹84.0 LAdmitted-Finance | +1.00% | ₹84.0 L | L2 | Admitted-Finance |
| 3 | L3₹86.1 LAdmitted-Finance | +3.54% | ₹86.1 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Bid capacity Annual turn over not submited, work in hand is round to bid capacity |
Tender Value
₹83.1 L
EMD Value
₹83,139
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
1 IMPROVEMENT OF CHANDKHED PACHANE VR-79 TAL.MAVAL (PACHANE PIMPLOLI TO TALUKA HADD ROAD VR-79)
2026_RDPUN_1289692_1
ZPPune/North/eTender/107/25-26
Open Tender
Civil Works - Roads
PUNE
As Per NIT
9 documents required · 9 mandatory
₹1,180
₹83,139
6 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 | Item Code |
|---|---|---|---|---|---|---|
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. | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001113 | |
Supplying hard murum/ kankar at the road site, including conveying and stacking complete | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001114 | |
Spreading hard murum/ soft murrum/ gravel or kankar for side width complet | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001115 | |
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete | - | Square Metre | - | - | BI01010001010000000000000515BI0100001116 | |
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 | - | - | BI01010001010000000000000515BI0100001117 | |
Providing pick and roll surface by picking the old WBM surface to the required standard, adding 30% of 40mm size metal and required quantity of murum including laying sectioning, watering, compacting with static roller with thin layer of murum blindage on carrageway, watering and compacting by static roller, including cost of all materials, loading, unloading, stacking and labour etc. complete. Spec.No. : As directed by Engineer- in-charge. | - | Square Metre | - | - | BI01010001010000000000000515BI0100001118 | |
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 | - | - | BI01010001010000000000000515BI0100001119 | |
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 | - | - | BI01010001010000000000000515BI0100001120 | |
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diaMetre in proper line, level and slope including providing and fixing collars in cement mortar 1:2
and curing etc. complete. | - | Running Metre | - | - | BI01010001010000000000000515BI0100001121 | |
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 | - | - | BI01010001010000000000000515BI0100001122 |
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