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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.2 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹18.3 L+₹32,026.25 (1.78%)Rejected-AOC | 2 | Rejected-AOC 2 | |
| 3 | 3₹19.1 L+₹1.1 L (6.30%)Rejected-AOC | 3 | Rejected-AOC 3 | |
| 4 | Not Admitted-Fee/PreQual/Technical VPO ANKANWALI DISTT FATEHABAD | HISAR | HARYANA | 125047 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹20.8 L
EMD Value
₹41,680
Closing Date
9 Nov 2023, 3:00 pmClosed
JAGDISH SINGH DAHIYA
Engg.Cell, MDU, Rohtak
Special repair i.e OBD, parapet wall, PVC shutter etc. in Boys Hostel no. 10(Everest) in MDU Rohtak
2023_HRY_317390_1
20234F116D8D 83C6 45CE 940A 87E2C0E0A74D817MDU
Open Tender
Civil Works
Works
90 days
Rohtak
Special repair i.e OBD, parapet wall, PVC shutter etc. in Boys Hostel no. 10(Everest) in MDU Rohtak
2 documents required · 2 mandatory
₹1,000
Yes
₹41,680
Yes
26 Feb 2024
4 Oct 2023
10 Nov 2023
4 Oct 2023
9 Nov 2023
4 Oct 2023
Amount
[10.57]Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
[10.58]Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
[11.58]Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete
[13.2]Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
[13.6.1]Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 1. Using M.S. angels 40x40x6 mm for diagonal braces
[30.22]Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
[30.28.1]Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1. One or more coats on old work
[30.34.1]Distempering with 1st quality acrylic distemper (ready made) having VOC content less than 50 gm per litre. of approved manufacturer and of required shade and colour complete. as per manufacturer`s specification. 1. One or more coats on old work
[30.94]Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, up to 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal and vertical tubes joint with cup and lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.
[31.14.1]Rebarring work with 10ml inject able mortar epoxy adhesive (Hybrid Urethane Methacrylate adhesive) or chemical compound of make as approved by Engineer-in-Charge complete in all respect including drilling and cost of all materials 0 0 0 1. 8mm dia (hole size 12 mm dia & depth up to 80 mm)
[31.14.2]Rebarring work with 10ml inject able mortar epoxy adhesive (Hybrid Urethane Methacrylate adhesive) or chemical compound of make as approved by Engineer-in-Charge complete in all respect including drilling and cost of all materials 0 0 0 2. 10 mm dia (hole size 14 mm.& hole depth up to 100 mm) 0 0
[31.14.3]Rebarring work with 10ml inject able mortar epoxy adhesive (Hybrid Urethane Methacrylate adhesive) or chemical compound of make as approved by Engineer-in-Charge complete in all respect including drilling and cost of all materials 0 0 0 3. 12mm dia (hole size 16mm.& hole depth up to 120 mm) 0 0
[31.2.2]Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 2. 50mm average thickness
[31.2.3]Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 3. 25 mm average thickness
[31.4.1]Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. 1. SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
[31.6.1]Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member. 1. 50mm thick in Grade M 25 with cement content not less than 330 kg per cum
[31.7.2]Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. 2. 25 mm average thickness in 2 layers.
[5.25]Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
[5.43.1]Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. 1. For thickness of tiles 10 mm to 25 mm
[5.45]Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
[6.15.1]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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
[6.30.2]Centering and shuttering including strutting, propping etc. and removal of form for 2. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing WPC door shutter 30mm thick complete as per entire satisfaction of engineer in Charge.
The Atal Co-op L&C Society Ltd Rohtak
The Netaji Co-op L& C Society Ltd, Rohtak
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