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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.7 LAccepted-AOC 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | 1 | Accepted-AOC ACCEPTED. | |
| 2 | Rejected-Technical | - | Rejected-Technical NOT BEING L1 TENDERER. | |
| 3 | Rejected-Technical SAISHRADDHA SOCIETY PLOT NO 15 NEAR MOHIT NAGAR UMRED ROAD BAHADURA ADYALI KALAMNA NAGPUR 441204 | NAGPUR | MAHARASHTRA | 441204 | - | Rejected-Technical NOT BEING L1 TENDERER | |
| 4 | Rejected-Technical LAKSHMI NAGAR CHINDWARA ROAD SAWNER DISTRICT NAGPUR 441107 | NAGPUR | MAHARASHTRA | 441107 | - | Rejected-Technical NOT BEING L1 TENDERER. | |
| 5 | Rejected-Technical 106 APSARA APARTMENT CHAPRU NAGAR CHOWK CENTRAL AVENUE MAHARASHTRA NAGPUR 440008 | NAGPUR | MAHARASHTRA | 440008 | - | Rejected-Technical NOT BEING L1 TENDERER |
Tender Value
₹3.3 L
EMD Value
₹4,100
Closing Date
18 Mar 2024, 5:00 pmClosed
Manager (Civil)/(Civil-Welfare) Deptt
OFFICE OF THE GM(C)/(Civil-Welfare) Dept. WCL HQ,COAL ESTATE,CIVIL LINES NAGPUR
Making of shed at the backside of community hall at Indora Complex, WCL HQ., Nagpur.
2024_WCL_303800_1
wcl-hq-civ-welfare-e40-2023-24
Open Tender
Civil Works - Buildings
Item Rate
45 days
WCL HQ NAGPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,100
31 May 2024
6 Mar 2024
20 Mar 2024
7 Mar 2024
18 Mar 2024
7 Mar 2024
7 Mar 2024 - 11 Mar 2024
Amount
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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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 : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 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, ifnishing 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).
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Hot rolled deformed bars
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :Cement mortar 1:6 (1 cement : 6 Coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
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 @ 2.20 kg/10 sqm)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Total impact of GST for the purpose of CTC
M/s. Kunal Engineering
SANTOSHKUMAR RAI
MANAN ENTERPRISES
SONAL ENTERPRISES
Chandrakant Ganesh Parate
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_314709.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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