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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 CrAccepted-AOC | ₹6.8 Cr | L1 | Accepted-AOC L1 Accepted |
| 2 | Rejected-Technical AHMEDNAGAR | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | - | - | Rejected-Technical No General Experience in last five year as per tender conditions |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bank Statement of his own account of EMD Fees is not submitted as per Govt Resolution |
| 4 | Rejected-Technical NO 4 4 MARUTHI PLAZA 2ND FLOOR M S R C E ROAD BANGALORE 560054 | BENGALURU URBAN | KARNATAKA | 560054 | - | - | Rejected-Technical No Similar Type of Work, No General Experience |
| 5 | Rejected-Technical | - | - | Rejected-Technical None of the tender conditions have been fulfilled |
Tender Value
₹7.6 Cr
EMD Value
₹3.8 L
Closing Date
28 Jul 2025, 6:15 pmClosed
Executive Engineer Minor Irrgation Division Dhule
Minor Irrgation Division Sinchan Bhavan Sakri Road Dhule
Construction of Railway Crossing work and Highway Crossing work by Horizontal Pipe Pushing Method Under Sulwade Jamphal Kanoli Lift Irrigation Scheme Tal. Shindkheda Dist Dhule. (For Full Name of Work See the Tender Notice)
2025_TIDC_1200053_1
MID Dhule 01/Open For 2025-26
Open Tender
Civil Works
Percentage
365 days
Dhule District
Please Refer Tender Documents
4 documents required · 4 mandatory
₹5,900
₹3.8 L
22 Jan 2026
14 Jul 2025
30 Jul 2025
14 Jul 2025
28 Jul 2025
14 Jul 2025
14 Jul 2025 - 23 Jul 2025
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 |
|---|---|---|---|---|---|
| 1 | Item No.1 :- Excavation in all kinds of soil including boulders up to 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 / embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. Complete with lead up to 1 km and all lifts as directed. | 573 | Cum | 102.67 | ₹58,829.91 |
| 2 | Item No.2 :-Excavation in hard 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 / embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc., complete with lead upto 1 km and all lifts as directed. | 984 | Cum | 121.1 | ₹1,19,162.4 |
| 3 | Item No.3 :- Excavation in soft rock including boulders upto 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 including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead upto 1 km and all lifts as directed. | 194.25 | Cum | 144.08 | ₹27,987.54 |
| 4 | Item No.4 :-Excavation in hard rock of all toughness by breaker including boulders above 0.6 m dia.(0.113Cum) minimising damage to side slopes of excavation and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour,levelling bed etc., complete with lead upto 1 km and all lifts as directed. | 934.5 | Cum | 647.92 | ₹6,05,481.24 |
| 5 | Item No.5 :-Providing and laying in situ cement concrete of grade M-15 of trap / granite / gneiss / quartzite / graded metal for foundation and bedding with Batching Plant and Transit Mixer including placing, compacting, curing etc. complete with all lifts as directed. (A) M-15 (20 MSA) (Cement 5.20 bags/Cum) | 83.25 | Cum | 4,891.96 | ₹4,07,255.67 |
| 6 | Item No.6 :-Providing and laying in situ cement concrete of grade M20 of trap / granite / gneiss / quartzite / graded metal for RCC works of gallery, sluice, spillway crest, spillway down stream face, energy dissipating structures, intake structures, training walls, piers, abutments etc. with Batching Plant and Transit mixer with centering, shuttering, scaffolding, placing, compacting, curing etc. complete with all lifts etc. complete as directed. (A) M-20 (20 MSA) (Cement 6.60 bags/Cum) | 378.27 | Cum | 6,436.83 | ₹24,34,859.68 |
| 7 | Item No.7 :- Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as pe | 59.38 | MT | 76,586 | ₹45,47,676.68 |
| 8Item no.08:- Excavation to form horizontal bore manually for installing 1600 mm(ID) RCC sewer line by pipe jacking method for maximum drive length of 30 m, to correct grade and alignment in any type of strata including marshy land, soft clay, murum, rock and/ or boulders of any strength and hardness. Item includes dewatering, safety arrangements, ventilation in bore etc. but excluding muck disposal from shaft site complete as per specifications and as directed by the Engineer. | |||||
| 8.01 | a) M.S. Pipe 1600 MM dia. 22 mm thick | 101 | Rmt | 1,59,875.93 | ₹1,61,47,468.93 |
| 8.02 | b) M.S. Pipe 2200 MM dia. 22 mm thick | 90 | Rmt | 2,33,449.38 | ₹2,10,10,444.2 |
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