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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 LAccepted-AOC 419 4 SHANIWAR PETH NEAR PATEL PETROL PUMP KARAD DIST SATARA | KARAD | SATARA | MAHARASHTRA | ₹24.7 L | L1 | Accepted-AOC As per NIT |
| 2 | L2₹25.2 LRejected-AOC ALP KUKSTOLI TAL MIRAJ DIST SANGLI PIN 416418 | SANGLI | MAHARASHTRA | 416418 | ₹25.2 L | L2 | Rejected-AOC As per NIT |
| 3 | L3₹28.0 LRejected-AOC | ₹28.0 L | L3 | Rejected-AOC As per NIT |
| 4 | L4₹28.8 LRejected-AOC | ₹28.8 L | L4 | Rejected-AOC As per NIT |
| 5 | L4₹28.8 LRejected-AOC 2738 C WARD SHANKAR PARVATI JUNA BUDHWAR PETH KOLHAPUR 416002 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416002 | ₹28.8 L | L4 | Rejected-AOC As per NIT |
Tender Value
₹40.0 L
EMD Value
₹40,000
Closing Date
23 Jan 2026, 11:00 amClosed
Executive Engineer MIDC Division Kolhapur
1st Floor MIDC Office Udyog Bhavan Nagala Park Kolhapur
Kagal Hatkanangle Five Star Industrial Area M and R to roads Excavation in percolation tank area to increase water storage and providing crash barrier along road near percolation tank in OS 45 Plot near Sangaon
2026_MIDC_1267487_1
02 of 2026
Open Tender
Civil Works
Kolhapur
Please refer Tender Document
8 documents required · 8 mandatory
₹10,030
₹40,000
23 Mar 2026
8 Jan 2026
27 Jan 2026
8 Jan 2026
23 Jan 2026
17 Jan 2026
8 Jan 2026 - 12 Jan 2026
Excavation in percolation tank area to increase water storage & providing crash barrier along road near percolation tank in OS-45 Plot near Sangaon.
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.
Excavation for roadway in hard murum and boulder 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.
Excavation for roadway in hard rock by wedging and chiselling or line drilling 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.
Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed.
Excavation pit size 0.60 x 0.60 x 0.60m for planting small & medium ornamentalplants/ large flowering/shady trees (plant height 1 to 2 mtr.)/ palm varieties upto height 1 to 2 mtrs. in earth, soil of all types, soft murum, including removing the excavated & unwanted material up to a required distance of 50 mtrs.
Supplying on site fresh Garden soil (i. e. 3 part soil ) (free from stones rubbish like dried grass roots, other such materials) for excavated pit size area of 0.60 x 0.60 x 0.60m ( consolidated thickness).
Supplying on site well decomposed Farm Yard Manure FYM (i. e. 1 part FYM) for excavated pit size area of 0.60 x 0.60 x 0.60m ( consolidated thickness).
Filling fresh garden soil / silt & manure in excavated pit size area of 0.60 x 0.60 x 0.60m
Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting reqired plant species as directed etc. complete for required pit size 0.60 x 0.60 x 0.60m.
Providing on site required varity of trees (free from weeds/diisease etc) Minimum Girth 5 to 7 c.m. Name : -Kadu Neem,Karanj, Bag size 13" x 13" Ht 6 ft to 8 ft
Providing and fixing G.I. barbed wire fencing 7 rows of 14 SWG having two ply four points at 75 mm c/c fixed on RCC poles made of 1:1.5:3 grade concrete as per drawing and design 1.83 m. above GL and 0.5 m below GL embedded in CC M15 grade concrete 0.45 x 0.45 x 0.5 m size at 3m c/c having stays at every 30 m. and cross wire in each bays with necessary excavation. The size of concrete pole shall be 0.10 m x 0.10 m. at top and 0.125 m x 0.125 m. at bottom having 2.30 m height. The concrete stays shall be of the same size and having length 2.43 m erected 45 degree angle fixed at the topmost wire. (Rates excluding GST)
Providing the drip irrigation system for single, double or multi rows of approved brands like jain irrigation, finolex EPC or its equivalent for plantation below 0.3 m ground including excavation, testing and commissioning as directed, including LD mains, spaghaty pipes, non openable constant pressure dripers, PP bowl valves as required etc. complete (Every single row shall be counted for measurement). (Rates excluding GST)
Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)""
Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete.
Testing
Compressive Strength of Cement Concrete Cube
Sieve Analysis Test for Metal below 40 milimetre
Water Absorption, Specific Gravity,Impact Value, Crushing Value Test for Source per Source Metal below 40 milimetre
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