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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.3 LAdmitted-Finance | -32.65% | ₹11.3 L | L1 | Admitted-Finance |
| 2 | L2₹12.1 LAdmitted-Finance | -28.29% | ₹12.1 L | L2 | Admitted-Finance |
| 3 | L3₹12.2 LAdmitted-Finance | -27.50% | ₹12.2 L | L3 | Admitted-Finance |
| 4 | L4₹12.7 LAdmitted-Finance | -24.75% | ₹12.7 L | L4 | Admitted-Finance |
| 5 | L5₹13.0 LAdmitted-Finance | -22.90% | ₹13.0 L | L5 | Admitted-Finance |
Tender Value
₹16.8 L
EMD Value
₹16,834
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
27 DRAINAGE AND ROAD WORKS AT JAMBHALI. TAL.BHOR
2026_RDPUN_1289692_27
ZPPune/North/eTender/107/25-26
Open Tender
Civil Works - Roads
PUNE
As Per NIT
9 documents required · 9 mandatory
₹590
₹16,834
Yes
23 May 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 foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means )
a) Upto 1.50m lift Normal Rate | - | Cubic Meter | - | - | BI01010001010000000000000515BI0100001113 | |
Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.
a) Upto 1.50m lift Normal Rate | 1 | Cubic Meter | - | - | BI01010001010000000000000515BI0100001114 | |
Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. | - | Cubic Metre | - | - | BI01010001010000000000000515BI0100001115 | |
Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (Non SCADA Item) | 1 | Cubic Metre | - | - | BI01010001010000000000000515BI0100001116 | |
Providing cast in situ / ready mix M20 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) (Non SCADA Item) | 1 | Cubic Metre | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. | - | Running Meter | - | - | BI01010001010000000000000515BI0100001118 | |
Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) | 1 | Cubic Meter | - | - | BI01010001010000000000000515BI0100001119 | |
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 | - | - | BI01010001010000000000000515BI0100001120 |
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