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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 LAccepted-AOC D 154 ADARSH NAGAR NARMADA ROAD JABALPUR 482001 M P | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC Lowest amount quoted | |
| 2 | L2₹33.6 L+₹5.7 L (20.4%)Rejected-Finance PLOT NO 12 SAKAR GRAH NIRMAN SOCIETY TILHARI MANDLA ROAD JABALPUR MP 482001 | JABALPUR | JABALPUR | MP | 482001 | L2 | Rejected-Finance Second lowest amount quoted | |
| 3 | L3₹35.3 L+₹7.3 L (26.2%)Rejected-Finance | L3 | Rejected-Finance Third lowest amount quoted | |
| 4 | L4₹35.4 L+₹7.5 L (26.8%)Rejected-Finance 1409 512 PREM NAGAR MADAN MAHAL JABALPUR M P | JABALPUR | MADHYA PRADESH | 482002 | L4 | Rejected-Finance Fourth lowest amount quoted | |
| 5 | L5₹35.8 L+₹7.9 L (28.3%)Rejected-Finance 1432 2 UDAI NAGAR NO 2 POST OFFICE JABALPUR MP 482009 | JABALPUR | MADHYA PRADESH | 482009 | L5 | Rejected-Finance Fifth lowest amount quoted |
Tender Value
Refer Docs
EMD Value
₹80,100
Closing Date
15 Apr 2023, 6:00 pmClosed
Shri Dhiraj Kumar, IDSE, EE
Garrison Engineer (East), Near COD Estate, Ranjhi, Jabalpur (MP)-482011
PROVN OF HARD STANDING FOR EXISTING MT VEH PARKING SHED LENGTH 32 MTR, WIDTH 25 MTR OF DEPOT REGT (CORPS OF SIGNALS) AND PROVN OF WIREMESS DOOR AT LEKHA NAGAR UNDER AGE B/R-I OF GE (EAST) JABALPUR
2023_MES_583481_1
8518/E8
Open Tender
Civil Works
Item Rate
240 days
Garrison Engineer (East) Jabalpur
D a (i)
7 documents required · 7 mandatory
₹500
Yes
Garrison Engineer (East) Jabalpur
₹80,100
Yes
27 Jun 2023
4 Mar 2023
17 Apr 2023
4 Mar 2023
15 Apr 2023
18 Mar 2023
4 Mar 2023 - 11 Mar 2023
Amount
Surface excavation n.exc 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil.
Excavating over areas, n.exc 1.5m deep and getting out hard/dense soil complete all as specified and directed.
M&L for 50mm thick crushed stone sand/river sand as in cushening layer below inter locking paver tiles well compacted to a true surface.
Removing excavated materials (soil), n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point all as directed by the Engineer-in-Charge.
M&L broken stone or boulders hardcore of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface.
M&L Stone kerb of machine pressed coloured precast cement concrete (1:2:4) type B-1 using 20mm graded crushed 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 pattern as directed by Engr-in-Charge.
M&L PCC (1:2:4) Type B-1 using 20mm graded crushed stone aggregate as in Coping, bed block for hold fast complete all as specified and directed.
M&L brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius bulit in CM 1:4 all as specified and directed
S&F factory made Solid PVC Door Shutter, 30mm thick (stiles), wire gauzed i.e panel will be of wire gauze in lieu of wood grain printed PVC sheet panel. The wire gauze shall be wrapped on an additional squaire 8 mm MS solid tube and this tube shall be welded to MS tube . The wire gauge shall be stretched to tighten firmly. consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded coloured PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and prelam PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of both prelam PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing.
S&F solid PVC door frame of size 50 mm x 47 mm made out of 5 mm thick coloured/printed PVC sheet reinforced with with MS suare tube in opening as per specification complete all as specified and directed.
S&F 200mm long aluminium, anodised, barrel tower bolts of extruded section and fixed complete all as specified and as directed by the Engineer-in-Charge.
S&F 300 mm long aluminium alloy anodised sliding door bolt with hasp & staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy all as specified.
S&F 100 mm long Butt hings medium weight cold rolled mild steel complete.
S&F 150 mm long extroded aluminium alloy handles, fabricated type anodised complete.
S&F floor door stopper of aluminium alloy body and tongue anodised with hard drawn steel spring with rubber shoe over all length as cover plate 150 mm complete as in repairs.
S&F Stainless steel wire cloth 0.36 mm nominal dia of wire and average width of apperture 1.40 mm and with stainless steel wire staples complete all as specified.
S&F M.S 300 mm ordinary rat tail rod pattern springs including roller and roller plate complete.
M&L for 150mm thick PCC 1:2:4 type B-2 using 40mm graded crushed stone aggregate as in Path finished even and fair complete all as specified and directed.
M&L for 75mm thick PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in Sub base of floor complete all as specified and directed.
M&L for 100mm thick PCC 1:4:8, type D2, using (40mm graded crushed stone aggregate) as in sub- base floor.
M&L for machine pressed rubber mouded 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 15mm thick cement plaster in CM 1:4 on brick work or on concrete surface even and smooth finish without using extra cement with Water Proofing Compound complete all as specified and directed. Note : WPC shall be measured and paid separetly under relevant items.
M&L 75mm thick average thickness moorum/red bajri spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
M&L for rolling and consolidating formation surfaces in cutting with 8 to 10 ton power roller complete all as specified and directed.
Forming 12mm thick expansion joints filled with preformed bitumenous filler and top 30mm primed and sealed with sealing compound grade A for 100mm thick concrete slab.
Demolition of cement concrete (un-reinforced) in ground floors and pavings n.exc 15cm thickness (below or above ground level) all as specified and directed and also including removal of all demolition matierial remove as directed by Engr-in-Charge.
Schedule of credit amount of Rs. 0.00 to be deducted during AOC
upadhyay Builders
M/s Ram Associates
charanjeet singh
M/S RAJ BUILDERS
SR ASSOCIATES
Goodluck Enterprises
M/S BHATIA CONSTRUCTIONS
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