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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAccepted-AOC | L1 | Accepted-AOC 1ST LOWEST | |
| 2 | L2₹41.3 L+₹1.6 L (3.97%)Rejected-Finance | L2 | Rejected-Finance 2ND LOWEST | |
| 3 | L3₹42.6 L+₹2.9 L (7.29%)Rejected-Finance | L3 | Rejected-Finance 3RD LOWEST | |
| 4 | L4₹42.9 L+₹3.2 L (8.03%)Rejected-Finance | L4 | Rejected-Finance 4TH LOWEST | |
| 5 | L5₹43.0 L+₹3.3 L (8.36%)Rejected-Finance | L5 | Rejected-Finance 5TH LOWEST |
Tender Value
₹39 L
EMD Value
₹78,000
Closing Date
24 Nov 2021, 6:00 pmClosed
GARRISON ENGINEER I GOS
GARRISON ENGINEER I GOPALPUR MILITARY STATION PO GOLABANDHA DIST GANJAM ODISHA 761052
PROVN OF SHED FOR GEN SET 250 KVA NEAR BLDG NO 236 HOSP BLDG OF MH AND PROVN OF ROAD NEAR UTTAR DWAR INCLUDING CERTAIN MISC WORKS AT GMS UNDER GE I GOS
2021_MES_483325_1
8000/71/21-22/0970/E8
Open Tender
Civil Works
Item Rate
180 days
GOPALPUR ON SEA
PLEASER REFER TENDER DOCUMENTS
6 documents required · 6 mandatory
₹500
Yes
GARRISON ENGINEER I GOS
₹78,000
Yes
10 Dec 2021
22 Oct 2021
26 Nov 2021
22 Oct 2021
24 Nov 2021
18 Nov 2021
Amount
Excavation in post holes (or similar holes) each not exceeding 0.50 cum, in soft/loose soil, getting out, returning filling in & ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering or removing surplus soil to a distance not exceeding 50 m & making good surface. Complete all as specified & directed.
M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling & mass concrete. Complete all as specified & directed.
S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS:1161-1998 grade St-240. Complete all as specified & directed.
S&F Pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified. Complete all as specified & directed.
M&L for preparation of new or previously untreated surfaces of any description, over 10 cm in width or girth, not otherwise described & applying two coat of synthetic enamel (ordinary tint) over & including one coat of red oxide, zinc chrome primer. Complete all as specified & as directed.
Excavating over areas, n exc. 1.50 m deep & getting out in soft/ loose soil. Complete all as specified & directed.
Removing surplus excavated material (soil) to a distance exceeding 250 m but n. exc. 500 m & depositing where directed at a level not exceeding 1.5 metre above the starting point, including spreading.Complete all as specified & directed.
M&L for Moorum/ red bajri filling in berms of road, floors or pavings, brought from out side of MOD land, laid in layers n. exc. 15 cm thick, spread, levelled & rammed including watering. Complete all as specified & directed.
M&L for 150 mm soling (or subbase) with broken boulders or quarried stone (Granite / trap / basalt) interstices filled, surface formed, rolled and consolidated to required gradient and camber with 8 - 12 tonnes power roller Complete all as specified & directed.
M & L for 150 mm thick water bound macadam in two equal layers of 75 mm each (compacted thickness), with coarse aggregate of stone (granite / trap / basalt) of grading 2 (63 mm to 40 mm size) or of grading 3 (50 mm to 20 mm size), spread, rolled and consolidated to required gradient and camber required. Complete all as specified & directed.
M&L for preparing un-surfaced water bound macadam by brushing with wire brushes for removing caked mud etc sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, providing evenly a tack coat of bitumen at the rate 10 Kg per 10 Sqm & providing Bituminous premix semi-dense asphaltic concrete 40 mm consolidated thickness with 5.50% binder content by weight of total mix, rolled & compacted to required camber & gradient Complete all as specified & directed. (NOTE: Mix shall be obtained from HOT MIX PLANT and spreading shall be done with MECHANICAL PAVER).
M&L for premixed bituminous macadam laid, rolled and compacted to required gradient and camber n.exc 75mm thickness (consolidated thickness) with 4% binder content of VG -30 by weight of total mix, mixed in hot mix plant and laid by mechnical paver finished Complete all as specified & directed.
S&F cat eyes/road studs for roadways sign permanent surface mounted type having tough poly carbonate micro replicated corner cube reflector lenses with a protective abrssion resistant ceramor coating having body of weather proof and impact resistant thermoplasitc complete as per manufacturer's instruction and as directed. (Colour :- Yellow/Red/Amber) Make: Series 290 of 3M or Road Star or Equivalent.
S&F solar cat eyes/road studs size (mm) 125L x 125B x 25H including stem height 53mm approx housing dia cast aluminium (grade LM-6) fully water proof and weather proof and weatherproof coating visible distance upto 400mtr LED-6 super bright amber led (3 Nos each side) yellow charged, flush frequency 1.2 Hz-1.8Hz including solar panel 3.5V/110MA & battery one PC sub ‘C’ type Ni-Cd rechargeable battery 1.2V/2.5AH temp range 20C to 70C fixed on road for roadway sign complete as per manufacturer’s instruction and directed by Engr-in-Charge Make- 3M/Avery Dennision/Dark Eye/Green/Greenlite/Road Star Cat Part No. GSR-909 or Equivalent.
S&F ABS Body, 100 cm outdoor convex mirror with adequate mounting arrangement at suitable height, having unbreakable Polycarbonate Convex Lens with hoods as the traffic safety mirror for eliminating blind spots & increase visibility at a broader angle, including excavation for post holes, PCC Type C-2 1:3:6 (using 40 mm graded stone aggregate) in post hole & removal of surplus excavated material to a distance not exceeding 50 metre & depositing where directed at a level not exceeding 1.5 metre above the starting point. Complete all as specified & directed. Make: Frontier 100 cm outdoor Convex Mirror, FMCO-100 or Equivalent.
M&L for preparation of existing bituminous surfaces, removing, dust, dirt grease and other foreign matters etc to receive the marking and M&L for thermo plastic (Reflective) line marking having 1.00 mm thickness (average) of uniform surface finish conforming to BS 3262 (Part 1) 1989 read in conjunction with the MOST specification 803 clause 4.2.2 on bituminous surfaces in white/yelow clour and super imposed with glass beads confirming to BS 6088 read in conjuction with and MOST specification 803 clause 4.3.3 complete all as specified and directed. Note - MOST specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by the GE. Shape & size/ patterns of marking shall be as approved by the GE.
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M/s MAA BHAIRABI ENTERPRISES
M/S. KISHAN ENGINEERING
DHABALESWAR ENGINEERING WORKS
M/s Ats Electricals
M/S SIWALIK AND CO
HARAGOURI SUPPLIERS
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