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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.5 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹36.3 L+₹5.8 L (19.0%)Rejected-Finance | L2 | Rejected-Finance Quoted amount is more than L1 | |
| 3 | L3₹37.9 L+₹7.4 L (24.4%)Rejected-Finance | L3 | Rejected-Finance Quoted amount is more than L1 | |
| 4 | L4₹38.5 L+₹8.0 L (26.2%)Rejected-Finance | L4 | Rejected-Finance Quoted amount is more than L1 | |
| 5 | L5₹38.9 L+₹8.4 L (27.4%)Rejected-Finance 30 INDUSTRIAL AREA KOKAR RANCHI 834004 JHARKHAND | RANCHI | JHARKHAND | 834004 | L5 | Rejected-Finance Quoted amount is more than L1 |
Tender Value
₹43.6 L
EMD Value
₹87,300
Closing Date
28 Jan 2023, 6:00 pmClosed
Major S Rakesh
Garrison Engineer Ranchi, 7th Club Road Ranchi, PIN-834001
PROVN OF 03 X MT SHEDS FOR 30 NOS B VEHICLES OF 100 FD REGT AT ARMY CAMP JAMSHEDPUR.
2023_MES_572626_1
8200/1453/E8
Open Tender
Civil Works
Item Rate
180 days
Ranchi
Class D Cat a (i)
6 documents required · 6 mandatory
₹500
GE Ranchi
₹87,300
Yes
24 Mar 2023
2 Jan 2023
30 Jan 2023
3 Jan 2023
28 Jan 2023
16 Jan 2023
Amount
Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in soft /loose soil, complete all as specified and directed.
Excavation in trenches, n.exc. 1.5m wide and n.exc. 1.5 m in depth for foundation and getting out in hard/dense soil.
Excavation in post holes( or similar holes) each n exc 0.5cum each getting out, returning, filling in and ramming earth or broken rubble mixed with earth around , in layers n exc 25cm, watering and removing surplus soil to a distance n exc 50m and making good surfaces in hard/dense soil.
Removing excavated material n.exc. 50m and depositing where directed at a level n.exc. 1.5 m above the starting point, complete all as specified and directed.
Returning filling in including spreading leveling watering and well ramming in layers n.exc.25 Cm, complete all as specified and directed.
M&L for PCC type D2 1:4:8 (using 40mm graded stone agg) as in foundation, filling and mass concrete, complete all as specified and directed.
M&L Brick work with sub class `B` bricks straight or curved on plan exc 6 m mean radious built in cement mortar (1:6), complete all as specified and directed.
M&L hardcore of broken stone gauge n exc 63mm, deposited, spread and leveled in layers n. exc 15cm thick, watered and rammed to a true surface.
M&L 150 mm thick PCC(1:4:8) type D-2 using 40mm graded stone aggregate as in sub base complete all as specified and directed.
M&L 100 mm thick PCC(1:2:4) type B-2 using 40mm graded stone aggregate finished with spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green cement concrete surface even and fair without using extra cement, complete all as specified and directed.
M&L rendering 15mm thick on fair faces of brick work or concrete surface in cm(1:6) finished even and smooth without using extra cement, complete all as specified and directed.
M&L 75 mm thick PCC 1:3:6 Type C-2 using 40mm graded aggregate as in plinth protection etc finished cement concrete surface even and smooth with using extra cement complete all as specified and directed.
M&L broken stone or boulder hand packing (any thikness) at ramp of hardstanding or back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and directed.
M&L White washing three coat after preparation of newly plastered surface on wall, complete all as specified and directed.
S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall,fixed with self tapping srews all as specified and directed.
S&F pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering /cladding to wall and ridge,fixed with self tapping srews complete all as specified and directed.
S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240
M&L prepration of new steel surface not other wise described over 10 cm width or girth and applying two coat of synthetic enamel paint over one coat of red oxide, complete all as specified and directed.
Associated Engineers
UPENDRA KUMAR SINGH
MANISH KUMAR
Raj Construction
OM INFRA
Jai Ambay Construction
AASHIRWAD ENTERPRISES
M/s Kundu Enterprises
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