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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.1 LAccepted-AOC AT BASUDEO NAGAR SANJAY CHOWK P O MAITHON DIST DHANBAD | DHANBAD | JHARKHAND | 828207 | ₹14.1 L Quoted ₹11.9 L | L-1 | Accepted-AOC As per TC recommendation. |
| 2 | Rejected-Technical AT RAJPURA P O MAGMA DIST DHANBAD 828204 | DHANBAD | JHARKHAND | 828204 | - | - | Rejected-Technical As per TC recommendation. |
| 3 | Rejected-Technical | - | - | Rejected-Technical As per TC recommendation. |
| 4 | Rejected-Technical N A | - | - | Rejected-Technical As per TC recommendation. |
| 5 | Rejected-Technical | - | - | Rejected-Technical As per TC recommendation |
| Sl No | Description | Qty | Unit | SUNNY KUMAR SINGH L1 |
|---|---|---|---|---|
| 1.00Item Description/ Heading | ||||
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 12 | cum | 4,660 ₹55,920 |
| 3.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 1.58 | cum | 5,594 ₹8,838.52 |
| 4.00 | Providing, hoisting and fixing 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 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size). | 1.05 | cum | 5,462 ₹5,735.10 |
| 5.00 | 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. | 210.4 | kg | 56 ₹11,782.40 |
| 6.00 | 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 1:6 (1 cement : 6 coarse sand) | 4.27 | cum | 3,900 ₹16,653 |
| 7.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in.cement mortar 1:4 (1 cement : 4 coarse sand) | 50.76 | sqm | 418 ₹21,217.68 |
| 8.00 | Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge:Extruded section Profile size 42x50 mm. | 133.5 | metre | 150 ₹20,025 |
| 9.00 | Providing and fixing to existing door frames.24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a UPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). | 27.75 | sqm | 1,400 ₹38,850 |
| 10.00 | 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: | 140 | kg | 65 ₹9,100 |
Tender Value
₹20.8 L
Closing Date
2 Feb 2021, 5:00 pmClosed
AE (C), Mugma Area
Office of the General Manage, Mugma Area
Miscellaneous urgent day-to-day repair and maintenance work of different quarters at Gopalpura T/S and Regional Hospital colony for F/Y 2020-21 and repair and maintenance of G.M. Bunglow for shifting purpose.
2021_ECL_193939_1
ECL/GM/MA/CE/2020/980 Dated-13.01.2021
Open Tender
Civil Works - Buildings
365 days
Gopalpura Township, Regional Hospital Colony, Mugma
Please refer Tender documents.
9 documents required · 9 mandatory
Exempted
9 Jun 2026
23 Jan 2021
4 Feb 2021
23 Jan 2021
2 Feb 2021
23 Jan 2021
23 Jan 2021 - 30 Jan 2021
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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details.html
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