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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC WARD NO 2 CHAITANY COLONY MAJRI BASTI POST SHIVAJI NAGAR MAJRI DIST CHANDRAPUR | MAJRI | CHANDRAPUR | MAHARASHTRA | ₹5.4 L Quoted ₹4.6 L | L1 | Accepted-AOC Awarded for being L1 Bidder |
| 2 | L2₹7.1 L+₹2.5 L (54.6%)Rejected-Finance C O GAJANANRAO THERE WARD NO 3 WANI DIST YAVATMAL PIN NO 445304 | YAVATMAL | MAHARASHTRA | 445304 | ₹7.1 L+₹2.5 L (54.6%) | L2 | Rejected-Finance As L2 |
| 3 | L3₹7.3 L+₹2.7 L (58.2%)Rejected-Finance AT PO SIDDHIVINAYAK RESIDENCY VASANT GANGA VIHAR WANI TAH WANI DIST YAVATMAL PIN NO 445304 | WANI | YAVATMAL | MAHARASHTRA | 445304 | ₹7.3 L+₹2.7 L (58.2%) | L3 | Rejected-Finance As L3 |
| 4 | L4₹7.5 L+₹2.8 L (61.8%)Rejected-Finance AT MUDIDIH NO 2 P O SIJUA DHANBAD 828121 | DHANBAD | JHARKHAND | 828121 | ₹7.5 L+₹2.8 L (61.8%) | L4 | Rejected-Finance As L4 |
Tender Value
₹8.3 L
EMD Value
₹10,400
Closing Date
5 Aug 2024, 4:00 pmClosed
Staff Officer Civil WNA
AGM office Bhallar Township Wani North Area
Making one side RCC protecting wall for hume pipe culvert near main checkpost of Kolarpimpri Opencast mine under KP-PPG Sub Area of Wani North Area.
2024_WCL_313459_1
wn4650-civ-e012-2024-25 Date 25.07.2024
Open Tender
Civil Works - Others
Item Rate
60 days
KP-PPG Sub Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,400
2 Dec 2024
25 Jul 2024
6 Aug 2024
26 Jul 2024
5 Aug 2024
26 Jul 2024
26 Jul 2024 - 29 Jul 2024
Amount
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side Stopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
Supplying of boulder & stone dust and filling in plinth (100cft boulder and 40 cft stone dust for 100 cft finished.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources).
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
Carriage of earth, murum, building rubbish etc by mechanical means including loading, unloading and stacking at places as per directed by Engr.In-Charge for a lead of 3Km.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
Providing dry rubble stone pitching 23 cm (about 9) thick including all material, quarry spalls, labour etc. complete.
Laying of RCC Hume Pipe in trenches in ate roper line and level and maintain slope as per Instruction of Engr- In- Charge. For Hume Pipe of 1200 mm dia. (Hume pipes shall be supplied by department)
Total impact of GST for the purpose of CTC
Sanjay Kumar Maharaj
AJIT KUMAR
BIRENDRA KUMAR SINGH
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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