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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.5 LAccepted-AOC WARD NO 02 LAKHUWALI PO THE PILIBANGAN DISTT HANUMANGARH RAJASTHAN 335803 | HANUMANGARH | RAJASTHAN | 335803 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹35.0 L+₹1.5 L (4.53%)Rejected-Finance H NO 02 SAGAR ROAD OPPO MKD GIRLS SCHOOL TILAK NAGAR BIKANER 334001 | BIKANER | BIKANER | RAJASTHAN | 334001 | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹35.7 L+₹2.2 L (6.69%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹36.6 L+₹3.1 L (9.34%)Rejected-Finance BHAGAT SINGH CHOWK SURATGARH 335804 DISTT SRIGANGANAGAR RAJ | GANGANAGAR | RAJASTHAN | 335804 | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹40.2 L+₹6.7 L (20.2%)Rejected-Finance 84B AKHIL MISTRY LANE AMHERST STREET AMHERST STREET KOLKATA WEST BENGAL 700009 | KOLKATA | WEST BENGAL | 700009 | L5 | Rejected-Finance Other than lowest bidder |
Tender Value
₹42.8 L
EMD Value
₹85,600
Closing Date
28 Dec 2021, 6:00 pmClosed
GE North Bikaner
GE North Bikaner
PROVN OF ALUMINUM SHEDS AT CERTAIN LOCATIONS OF MFFR UNDER MIL STN BIKANER
2021_MES_491606_1
GE (N) BKN TOKEN NO 65/2021-2022
Open Tender
Civil Works
Item Rate
180 days
BIKANER
Class D category a i
8 documents required · 8 mandatory
₹500
GE North Bikaner
₹85,600
Yes
4 Jun 2022
30 Nov 2021
30 Dec 2021
30 Nov 2021
28 Dec 2021
14 Dec 2021
Amount
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in loose/soft soil complete.
Excavation in post holes (or similar holes) in soft/loose soil each n. exc 0.5 cum, getting out returning filling in and ramming earth or broken rubble mixed with earth around in layer not exceeding 25cm, watering and removing surplus spoil to distance not exceeding 50 mtr and making goog sorface complete all as specified and directed by Engineer-in-Charge.
M&L for PCC (1:4:8) type D2 using 40mm graded stone agg as in mass filling and foundation complete all as specified and as directed by Engineer-in-Charge.
M&L for PCC (1:3:6) type C 2 using 40mm graded stone agg as in mass filling and foundation complete all as specified and as directed by Engineer-in-Charge.
M&L for Brick work with fly ash bricks old size straight or curved on plan exceeding 6m mean radius built in CM 1:6 complete all as specified and as directed by Engr-In-Charge.
M&L for 15mm thick Rendering in cement mortar 1: 4 on fair faces of brick work or concrete surfaces, finished fair and even complete.
M&L for Preparing new plastered or unplastered surfaces of walls and applying two coats of cement paint white or tinted over a coat of primer as per manufacturer's instructions complete.
M&L for Hardcore of broken brick bats, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface
M&L 100 mm thick PCC 1:4:8 type D-2 using 40mm graded stone agregate as sub base of floors all as specified.
M&L 75 mm thick PCC 1:3:6 type C-2 using 40mm graded stone agregate as sub base of floors all as specified.
M&L 40 mm thick PCC 1:2:4 type B-1 using 20mm graded stone agregate as with finishing concrete smooth surface even smooth without using extra cement of floors all as specified.
Supply Only metallic floor hardner all as Specified.
S & F Plastic dividing strips 1.5 mm thick width of strip in 38mm as specifeid
S&F Mild steel joist , channel, angle, tee section, fixed independently without connecting plates etc. including welding as necessary confirming to Fe-290 Gde E-165.
M&L for preparation of new steel surface of any description n. exc 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer all as specified and directed .
M&L Mild steel Plate girder or single stanchions, Fe 410 W Gde 250 Qualitychannel section with flange plates, caps, bases, splices,angle brackets, cleats and other connectionsall as specified and directed .
M&L Mild Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161- 1979 grade St-240, conforming to Fe- 290 Gde E-165 complete as directed by Engineer-in-Charge and all as specified.
M&L Mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-290 Gde E-165 all as specified and as directed by Engineer-in-Charge.
M&L Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt not exceeding 5 cm and dia of shank 5 to 10 mm complete all as specified and as directed by Engineer-in-Charge.
M&L Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of sand colour having tensile strength of 550 Mpa as in roof covering over Rigid /cladding to wall, fixed with self tapping screws as complete all as specified. Make:- JSW/TATA
M&L Pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of sand colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws as Sand Colour complete all as specified.Make:- JSW/TATA
M&L Mild steel work in wind ties for roof including cutting holes etc complete all as specified.
Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete.
Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete.
M&L Sand filling under floor or in foundation including watering and consolidation including spreading and levelling in layer n. exc 25 cm thick
M& L for 75mm thick PCC 1:3:6 type C-1 (Using 20mm gradede crushed stone aggregate) as in plinth protection finished even and smooth without using extra cement complete all as specified.
SHREE GURU NANAK CONSTRUCTION COMPANY
VIJAY KUMAR SHARMA
M/S Shree Ram Enterprises
RELIABLE ENGINEERING COMPANY
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MAHARISHI GAUTAM CONSTRUCTIONS
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