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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-AOC 114 BARH CHONDI BARH PATNA BIHAR 803213 | PATNA | PATNA | BIHAR | 803213 | L1 | Accepted-AOC Lowest amount quoted | |
| 2 | L2₹31.5 L+₹1.7 L (5.63%)Rejected-Finance HO SR NO 73 TAPKIR MALA CHOWK TAPKIR NAGAR KALEWADI PIMPRI PUNE 411017 | PUNE | MAHARASHTRA | 411017 | L2 | Rejected-Finance Second lowest amount quoted | |
| 3 | L3₹32.4 L+₹2.5 L (8.55%)Rejected-Finance | L3 | Rejected-Finance Third lowest amount quoted | |
| 4 | L4₹33.1 L+₹3.3 L (11.1%)Rejected-Finance 114 BARH CHONDI TOWN BARH DISTT PATNA BIHAR PIN 803213 | PATNA | BIHAR | 803213 | L4 | Rejected-Finance Fourth lowest amount quoted | |
| 5 | L5₹34.4 L+₹4.6 L (15.4%)Rejected-Finance D 662 WZ 1598 R 1 NANGAL RAYA NEW DELHI 110046 | NEW DELHI | NEW DELHI | DELHI | 110046 | L5 | Rejected-Finance Highest amount quoted |
Tender Value
₹40.4 L
EMD Value
₹81,000
Closing Date
27 Feb 2024, 6:00 pmClosed
Lt Col P Aditya Deepak, GE
Garrison Engineer (East), Near COD Estate, Ranjhi, Jabalpur (MP)-482011
PROVN OF MULTIPURPOSE SHED NEAR BLDG NO T-13 OIC ER OFFICE SHED INFRONT OF COOK HOUSE OF SIGNALS RECORDS AND PROVN OF OVERHEAD SHED OUTSIDE THE BLDG NO ET-14 (OR MESS) LENGTH 12.30 MTR, WIDTH 3.50 MTR AND HEIGHT 10 FT OF DEPOT REGT (SIGS) UNDER GE
2024_MES_638216_1
8618/E8
Open Tender
Civil Works
Item Rate
240 days
Garrison Engineer (East) Jabalpur
d a (i)
7 documents required · 7 mandatory
₹500
Garrison Engineer (East) Jabalpur
₹81,000
Yes
1 May 2024
29 Jan 2024
29 Feb 2024
29 Jan 2024
27 Feb 2024
13 Feb 2024
29 Jan 2024 - 5 Feb 2024
Amount
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed.
Excavation in trenches n.exc 1.50m wide and n.exc 1.50m depth, for foundation etc or n.exc 10sqm on plan and getting out in hard/dense soil complete all as specified and directed.
Excavating in post holes in soft/loose soil (or similar holes) each n.exc 0.5cum getting out, returing, filling in and ramming earth or broken ruble mixed with earth around, in layers n.exc 25cm, watering and removing surplus soil to a distance n.exc 50m and making good surface complete all as specified and directed.
Returning, filling in, including spreading levelling watering and well ramming in layers n.exc 25cm as in soil complete all as specified and directed.
Removing excavated material n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed.
M&L for forming embankments in soils including raising (or lovering) earth, spreading in layers n.exc 30cm thick, watering, ramming/rolling and finishing to required size, shape, camber etc n.exc 1.5m high from base (filling shall be done by approved earth or moorum) complete all as specified and as directed.
M&L Hardcore of broken stone of guage exc 63mm but n.exc 100 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.
M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate in foundation, filling & mass concrete complete all as specified and directed.
M&L cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in sub base, mass concrete complete all as specified and directed.
M&L for 25mm thick cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate complete all as specified and directed.
M&L Stone kerb of machine pressed coloured precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate, block of size 30cm x 30cm x 15cm finished at top bullnosed shape and finished surface even and smooth using coloured pigment and jointed in CM 1:6 struck finished, applying two coats of paints in zebra patterncomplete all as specified and directed.
M&L for 50mm thick crushed stone sand/river sand as in cushioning layer below interlocking paver block well compacted to a true surface complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block glosy finish in grey cement with pigment confirming to IS-15658-2006 of 60mm thickness M-35 Grade, of size shape colour and pattern as directed laid dry complete all as specified and directed.
M&L for machine pressed precast concrete Interlocking paver block glosy finish in grey cement with pigment confirming to IS 15658-2006 of 80mm thickness M-35 Grade, of size shape colour and pattern as directed laid dry.
M&L for machine pressed precast concrete Interlocking paver block glosy finish in grey cement with pigment confirming to IS 15658-2006 of 80mm thickness M-40 Grade, of size shape colour and pattern as directed laid dry.
M&L RCC (1:1.5:3) type A-1 using 20mm graded stone aggregate as in foundations including rafts, footings, foundation beam, braces of column under reamed pile and mass concrete complete all as specified and directed.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter rough finished concrete surfaces complete all as specified and directed.
M&L TMT HYSD mild steel 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 0.9mm dia complete all as specified and directed.
M&L Mild steel TMT bars 8mm dia as in stirrups/links cut to length, including cranking, bending etc and binding with mild steel wire(annealed) not less than 0.9mm dia complete all as specified and directed.
S&F MS Plates (plaines or chequered) square cut or notched (forming holes with riveted,bolted or welded attechment) Fe 410-W (Gde-E-250) qyality-B complete all as specified and directed.
S&F MS 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 exc 5cm but n. exc 10cm complete all as specified and directed.
S&F steel work in tubular truss and tubular post including special shaped washer etc complete using ERW or induction butt welded tubes conforming IS:1161-1979 grade St-240 complete all as specified and directed.
S&F pre-painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as complete all as specified and directed.
M&L for preparation of new steel surfaces and applying two coat of synthetic enamel paint over a coat of red oxide primer over 10cm width or girth etc complete all as specified and directed.
S&F wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed.
S&F plain, galvanised, mild steel sheeting 1mm thick, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 complete all as specified and directed.
Pre-painted galvalume aluminum 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, ridges, hips, valley gutters, fixed with self tapping screws complete all as specified and directed.
M&L for modular brick work with fly ash bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L 15mm thick rendering on fair faces of brick surfaces in CM (1:4) finished surfaces even and smooth without using extra cement complete all as specified and directed.
Supply only Integral water proofing compound complete all as specified and directed.
M&L preparing newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed.
M&L PCC 1:2:4 type B-0 using 12.50 mm graded stone aggregate as in Coping/bed plates, pintle blocks complete all as specified and directed.
Goodluck Enterprises
M/s Ram Associates
a k builders
SHIVA ENTERPRISES
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