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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-AOC VIAH ROAD TEH GHATT FEROZEPUR PIN 152001 PB | FIROZEPUR | PUNJAB | 152001 | L1 | Accepted-AOC Reasonable Lowest Tenderer | |
| 2 | L2₹20.1 L+₹67,646.94 (3.48%)Rejected-Finance | L2 | Rejected-Finance Not Lowest Tenderer | |
| 3 | L3₹23.5 L+₹4.0 L (20.7%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Tenderer | |
| 4 | L4₹23.8 L+₹4.4 L (22.6%)Rejected-Finance NO 354 2ND CROSS VARADARAJNAGAR VIDYARANYAPURA POST BANGALORE 5600 097 | 5600097 | L4 | Rejected-Finance Not Lowest Tenderer | |
| 5 | L5₹24.2 L+₹4.7 L (24.2%)Rejected-Finance | L5 | Rejected-Finance Not Lowest Tenderer |
Tender Value
₹17.8 L
EMD Value
₹35,500
Closing Date
24 May 2022, 6:00 pmClosed
GE East Ferozepur Cantt
GE East Ferozepur Cantt
Provn of Receipt inspection shed to carry out receipt insp of unit return Amn and Empties at 2 Amn Sub Dept 17 Fd Amn Depot under GE East Ferozepur Cantt
2022_MES_510375_3
8172/GE/E/FZR/21-22/E8
Open Tender
Civil Works
Item Rate
180 days
GE East Ferozepur Cantt
Please refer Tender Documents
8 documents required · 8 mandatory
₹500
Yes
GE East Ferozepur Cantt
₹35,500
Yes
4 Jun 2022
10 May 2022
26 May 2022
10 May 2022
24 May 2022
19 May 2022
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified.
Excavation in trenches in soft/loose soil not exc 1.5 metre wide and not exc 1.5 metre in depth. For founadation , etc, or for shafts, wells, cesspits, manholes, pier holes, etc , n exc 10 sqm on plan and n exc 1.5m in depth and getting out complete all as specified.
All as per item No 2 here in before but depth exceeding 1.5m and not exceeding 3.00m
M&L Plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling as mass concrete or in sub base of floors complete all as specified and directed.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed.
Removing excavated material as soil exc. 50 m and n.exc 250 m, depositing where directed at a level n.exc. 1.5m above the starting point, complete all as directed.
Use and waste of form work to sides of concrete foundations, footings, bases of columns and plinth beams and similar work, vertical or batter, flat rough finished surfaces of concrete complete all as directed by Engr-in-Charge.
M & L Reinforced cement concrete ( Design mix) M-25 ( using 20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams, Plinth beam, bases of columns etc complete all as specified and directed.
Use and waste of form work to sides of columns, posts, struts, piers, pillars square, rectangular or polygonal rough finished surfaces of concrete complete all as directed by Engr-in-Charge.
M & L Reinforced cement concrete ( Design mix) M-25 ( using 20mm graded stone aggregate) as in in Columns, pillers, piers, post & struts complete all as specified and directed.
Use and waste of form work to sides and soffits fo roof beams, lintel beams etc. including supports, overhangs, etc. also splays between floors and beams, etc. flat rough finished surfaces of concrete complete all as specified and directed.
M & L Reinforced cement concrete ( Design mix) M-25 ( using 20mm graded stone aggregate) as in beams, cantilevers, bressummers, lintels over 1.5 metre span complete all as specified and directed.
Use and waste of form work to chullah hoods, chajjas, troughs and similar items including edges, flat rough finished surfaces of concrete complete all as specified and directed.
M & L Reinforced cement concrete ( Design mix) M-25 ( using 20mm graded stone stone aggregate) as in Chajja complete all as specified and directed.
Use and waste of Formwork to soffit of suspended slabs such as roof slabs floor slabs, landings and similar works not exc 200 mm thick (Horizontal or sloping) flat rough finished surfaces of concrete complete all as specified and directed.
M & L Reinforced cement concrete ( Design mix) M-25 ( using 20mm graded stone stone aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves
M&L Brick work in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 metre mean radius complete all as specified and directed.
S&F Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
S & F mild steel TMT bars 6mm to 8mm dia and over cut to length, bent to shape required including cranking, bending spirally or hooking for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc. complete all as specified and directed.
All as per item No 19 here in before but 5mm dia and over upto and including 10mm dia in stirrups spacers and binders
M&L Sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.
M&L for Hard core100 mm thick, using broken bricks of guage n.exc. 63mm, deposited, spread and levelled in layeres n.exc. 15 cm thick, watered and rammed to a true surface, as in below sub base, plinth protection and ramp, complete all as specified and directed.
M&L for PCC 100 mm thick, type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-base, complete all as specified and directed.
M&L 50 mm thick PCC, type B-1, 1:2:4 (20mm graded stone aggregate) as in flooring in , surface finished even and smooth without using extra cement complete all as specified and directed.
M&L for rendering 15mm thick in cm 1:4 on fair faces of brick or concrete. mixed with water proofing compound @2% by weight of cement or as per manufacturer instructions which is more , and finishing surfaces even and fair complete all as specified and directed. Note: WPC shall be measured and paid separately)
M&L for rendering 10mm thick in cm 1:6 on fair faces of brick or concrete,surfaces finished even and fair without using extra cement complete all as specified and directed.
M&L 5mm thick cement plastering in CM to 1:3 on concrete surfaces at ceiling finished even and smooth without using extra cement complete all as specified and directed.
M&L 10 mm thick screed bed or bedding layer of mortar in CM(1:4) mixed with water proofing compound @ 2% by weight of cement or as per manufacturer instructions which is more on surface to have a smooth surface for laying of finishes complete all as specified and directed. Note: WPC shall be measured and paid separately)
Supply only water proofing compound.
M&L 75 mm thick PCC(1:3:6) type C1 ( using 20mm graded stone aggregate as in plinth protection laid in alternative panels finished even and smooth without using extra cement complete all as specified and directed.
M&L Cement concrete 1:2:4 type B0 ( using 12.5mm graded stone aggregate) as in cill,coping etc including necessary form work complete all as specified and directed.
M&L for Preparation of newly plastered surfaces of wall and applying three coats of white wash complete all as specified and directed.
M&L for Preparation of newly plastered surfaces of ceiling and applying three coats of white wash complete all as specified and directed.
M&L for Preparation of new plastered surfaces and applying two coats of cement base paint over a coat of primer complete all as specified and directed.
Materials and labour for broken stone or boulder hard core of gauge n.exc, 63mm deposited spread and leveled in layers n.exc 15cm thick watered and rammed to a true surface complete all as specified and directed.
M&L for Machine pressed precast concrete with grey cement and pigment interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness, M-35 Grade complete all as specified and directed.
M & L Brickwork with sub-class `B' brick straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified and directed.
B.L. Chaudhri and Co.
M/s Bansi Lal
S S BUILDERS
M/s Sanjiv Kumar
Manjeet Singh Contractor
manoj and company
Karan Engineers
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