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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹15.0 LAdmitted-Finance | +0.00% | ₹15.0 L | L1 | Admitted-Finance |
| 2 | L2₹15.2 LAdmitted-Finance | +1.77% | ₹15.2 L | L2 | Admitted-Finance |
| 3 | L3₹15.4 LAdmitted-Finance AT POST ROZODA TAL RAVER DIST JALGAON 425508 | ROZODA | JALGAON | MAHARASHTRA | 425508 | +3.10% | ₹15.4 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹15.0 L
EMD Value
₹15,000
Closing Date
5 May 2026, 6:00 pmClosed
Executive Engineer M.I.D. Z.P. Jalgaon
Executive Engineer M.I.D. Z.P. Jalgaon
Construction of Sathawn Bandhara at Bhatkheda-4 Tal Erandol. Dist.Jalgaon
2026_JALGA_1294526_2
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
₹2,000
₹15,000
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 | Item No. 1:- Excavation in all kinds of soil & soft murum including boulders upto 0.6 m diameter (0.113 Cum) 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 / embamnkment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all lead and lift etc. as directed by engineer incharge. | - | Cum. | - | - | BI01010001010000000000000515BI0100001111 |
| 2 | Item No. 2:- Excavation in Hard murum lncluding boulders upto 0.6 m diameter (0.113 Cum) 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 / embamnkment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all lead and lift. as directed by engineer incharge . | - | Cum. | - | - | BI01010001010000000000000515BI0100001112 |
| 3 | Item No. 3:- Excavation in Soft rock without blasting including boulders above 0.6 m diameter (0.113 Cum) 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/embamnkment as directed including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with all lead and lift as directed by engineer incharge. | - | Cum. | - | - | BI01010001010000000000000515BI0100001113 |
| 4 | Item No. 4 :- Providing 25 mm dia hole in hard rock 0.75 m depth including drilling and blasting disposing of excavated material etc. complete as directed by engineer incharge. | - | No. | - | - | BI01010001010000000000000515BI0100001114 |
| 5 | Item No.5.1:- Providing & laying M.S. /HYSD/TMT bars 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 as directed by engineer incharge. | - | M.T. | - | - | BI01010001010000000000000515BI0100001115 |
| 6 | Item No.5.2:- Providing & laying M.S. /HYSD/TMT bars 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 as directed by engineer incharge. | - | M.T. | - | - | BI01010001010000000000000515BI0100001116 |
| 7 | Item No.5.3:- Providing & laying M.S. /HYSD/TMT bars including cutting bending hooking binding with binding wires or tuck welding including cost of binding wires & labour including fixing in position etc complete. 8 mm Dia as directed by engineer incharge. | 1 | M.T. | - | - | BI01010001010000000000000515BI0100001117 |
| 8 | Item No. 6:- Providing and laying in situ cement concrete of grade 1:2:4 M-15 of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement /RCC concreting requiring heavy or special type of shuttering for works of gallery, sluice, spillway down stream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Concrete mixer considering lead of 50 m with shuttering and scaffolding placing compacting curing etc complete with initial lead of 50 m & lift of 1.5 m ( 40 MSA ) as directed by engineer incharge. | - | Cum. | - | - | BI01010001010000000000000515BI0100001118 |
| 9 | Item No. 9:- Providing & fixing road junction / information sign board of size 1.20 m x 0.75 m preapred on 16 guage M S Sheet with angle iron frame of size 35x35x3 mm with cross bracing of size 25x25x3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green / white back ground aand back side gray stove enameeled bonded with red retro reflective sheet Engineering grade border/ letter /numeral / arrows coated with non pealable crystel clear protective trannsperent 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 bands of 30 cm with 4 Nos high strength G I Bolt and nuts of size 10 mm dia and 20 mm long pece without joints including alltaxes, conveying , fising in ground with cement concrete in M-15 block of size60x60x75 cm as directed by engineer incharge | - | No. | - | - | BI01010001010000000000000515BI0100001119 |
| 10 | Laboratory Charges | - | No. | - | - | BI01010001010000000000000515BI0100001120 |
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