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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.8 LAccepted-AOC | L-1 | Accepted-AOC Work awarded | |
| 2 | L-2₹6.9 L+₹7,930.43 (1.17%)Rejected-Finance AT KUCHANA BASTI POST KUCHANA TAHSIL BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442503 | L-2 | Rejected-Finance Due to L-2 bidder. | |
| 3 | L-3₹7.4 L+₹62,009 (9.11%)Rejected-Finance | L-3 | Rejected-Finance Due to L-3 bidder. |
Tender Value
₹7.9 L
EMD Value
₹10,000
Closing Date
6 May 2025, 12:00 pmClosed
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Repairing of rain water harvesting structures at project office, transit hostel, substation building and CAAQMS room under Amalgamated Yekona Mines at Yekona Sub Area under Majri Area.
2025_WCL_334347_5
ma9511-civ-e002-2025-26/53 Dated 20.04.2025
Open Tender
Civil Works - Others
Item Rate
60 days
Yekona Sub Area
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
7 Jun 2025
21 Apr 2025
7 May 2025
22 Apr 2025
6 May 2025
22 Apr 2025
22 Apr 2025 - 29 Apr 2025
Amount
Borewell drilling of dia 225 mm in all kinds of strata with DTH machine upto depth of 30 mtrs including fixing of casing pipe of dia 180 mm of working pressure 8 kg/Sqcm as per direction of Enginner Incharge cost includes hire charges of machine, operator fuel, casing pipe, jamming of pipe complete
Providing and fixing PVC Rope of 8 mm dia for protection against Submersible pump of 1 Hp in Casing Pipe including lowering of same
Supplying and erecting minimum Three & above star rated submersible pump set of 1 HP with 220 V, 50 c/s AC supply suitable for 150 mm dia. borewell suitable & delivery Pipe of Size-25 mm diameter with a necessary H type clamps as per specification
Providing fixing and lowering HDPE Pipe of 25 mm dia into borewell casing as per instruction of Engineer Incharge
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete 100 mm Clamp
Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV
Supplying & erecting automatic control panel for 1 Ph, 230 volt, A.C. Submersible/centrifugal pump set up to 3 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection.
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm Diameter.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soils.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
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)
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:4 (1 cement : 4 coarse sand).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand.
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level TMT Bars of grade Fe5000 or more.
Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm
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 for all lift.
Carriage of material over distance exceeding 1.00 km. including loading and unloading for earth
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
Painting,writing on boards with two coat base paint of approved quality enamel paint and painting and writing in english/hindi in required shade including the cost of all materials,labour etc. complete as per instruction of eng-in-charge
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
Total impact of GST for the purpose of CTC
SANTOSH KHOLGADE (BID ID -1152146)
PRASHANT RAMBHAU PETKULE (BID ID -1151454)
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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