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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹25.9 LAdmitted-Finance | +0.00% | ₹25.9 L | L1 | Admitted-Finance |
| 2 | L2₹26.4 LAdmitted-Finance | +1.63% | ₹26.4 L | L2 | Admitted-Finance |
| 3 | L3₹26.9 LAdmitted-Finance SAMNER TAL PACHORA | JALGAON | MAHARASHTRA | 424101 | +3.66% | ₹26.9 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹25.9 L
EMD Value
₹26,000
Closing Date
5 May 2026, 6:00 pmClosed
Executive Engineer M.I.D. Z.P. Jalgaon
Executive Engineer M.I.D. Z.P. Jalgaon
Constructing Storage bandhara at Bamrud Pra Bo No 11 Tal Pachora dist jalgaon
2026_JALGA_1294526_11
ZPJL/Irri.Divn./e.TenderNotice No.01/2026-27
Open Tender
Civil Works
180 days
Executive Engineer M.I.D. Z.P. Jalgaon
Please refer Tender documents.
10 documents required · 10 mandatory
₹3,000
₹26,000
12 May 2026
13 Apr 2026
7 May 2026
13 Apr 2026
5 May 2026
13 Apr 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 |
|---|---|---|---|---|---|---|
| 1 | Excavation in all kinds of Soils & Soft murum including boulders up to 0.6 m diameter (0.113cum) for canal, seating of embankment, filter drains / catch water drains etc., and placing the excavated stuff neatly in dump area or for formation of service road / embankment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead up to 15 m and 6m lift. | - | Cmt. | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Excavation in Hard Murum including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated material neatly in dump area or for formation of service road as directed incl | - | Cmt. | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Excavation in Soft Rock without blasting including boulders up to 0.6 m diameter (0.113 cum) for canal, seating of embankment, filter drain / catch water drains etc., and placing the excavated soft rock neatly in dump area or for formation of service road | - | Cmt. | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | Providing 25 mm. dia. Hole in hard rock 0.75 Mt. depth including drillingand blasting | - | no | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | Providing & laying M.S. Reinforcement including cutting bending hooking binding with binding wires or tuck welding including cost of binding wires & labour including fixing in position etc complete 25 mm Dia | 0.2 | MT. | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing & laying M.S. Reinforcement including cutting bending hooking binding with binding wires or tuck welding including cost of binding wires & labour including fixing in position etc complete 10 mm dia | 1 | MT. | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Providing & laying in situ cement concrete 1:2:4 of grade (M15) of trap /granite /quartizite /gneise /graded matel for flank wall, weir, guide, wall etc. including curing watering etc. complete with all lead & lift 40 M.S.A. | - | Cmt. | - | - | BI01010001010000000000000515BI0100001120 |
| 8 | Laboratary test of concrete for quality control work as per tender specification A) Compressive strength of C.C. cube (Set of 3 Cubes) | - | No | - | - | - |
| 9 | Providing and fixing canal information board of 1.2 x 0.75 m prepared on 16 gauge M.S. sheet with angle iron frame of size 35 X 35 X 3 mm with cross bracing of size 25 X 25 X 3 mm including painting with one coat of zinc chromate storing primer and two coats each of green/white back ground and back side grey store enamelled bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows coated with non pealable crystal clear protective transparent coat retaining 100% reflection including two angle iron post of size 50X50X5 mm of 3.65 m long inflated at bottom drilled on top and painted in white and black bonds of 30 cm with four numbers high strength of G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete in M-15 block of size 60 X 60 X 75 cm as directed by engineer-in-charge. | - | No | - | - | BI01010001010000000000000515BI0100001122 |
| 10 | Royalty Charges | - | Cmt. | - | - | BI01010001010000000000000515BI0100001123 |
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