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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.4 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹34.9 L+₹1.5 L (4.63%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹35.8 L+₹2.5 L (7.47%)Rejected-Finance | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | RAJPATI CONSTRUCTION L2 | M/S RAKESH TRADERS L3 | CREATIVE CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00Note :(i) Please refer Sch A/ BOQ Notes before quoting the tender for all phases/ items mentioned below. (ii) Amount of Schedule of credit shall be deducted offline | ||||||
| 1.10 | M&L for excavation in trenches n exc 1.5 m wide and n exc 1.5 m in depth beyond, for foundation, etc. or for shafts, wells , cesspits, manholes, pier holes etc n exc 10 sqm on plan and not 1.5 m depth and getting out soft/loose soil complete all as specified and directed. | 22 | Cum | 115 ₹2,530 Lowest | 250 ₹5,500 | 125 ₹2,750 |
| 2.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soft / loose soil complete all as specified and directed. | 7 | Cum | 65 ₹455 Lowest | 100 ₹700 | 90 ₹630 |
| 3.00 | Removing excavated material from site n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed. | 15 | Cum | 65 ₹975 Lowest | 150 ₹2,250 | 75 ₹1,125 |
| 4.00 | M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in sub base, foundation filling in mass concrete etc complete all as specified and directed. | 2.2 | Cum | 2,800 ₹6,160 Lowest | 3,000 ₹6,600 | 2,900 ₹6,380 |
| 5.00 | M&L preparation of new or untreated surface of steel and iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer complete as specified and directed. | 600 | Sqm | 68 ₹40,800 Lowest | 80 ₹48,000 | 75 ₹45,000 |
| 6.00 | M&L for TMT bars 10 mm dia and over, cut to length and 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 0.9 mm dia or securing with clips specified and directed. | 620 | Kgs | 82 ₹50,840 Lowest | 85 ₹52,700 | 88 ₹54,560 |
| 7.00 | All as per item No. 6 here-in-before but 6 to 8 mm dia complete. | 110 | Kgs | 82 ₹9,020 Lowest | 85 ₹9,350 | 90 ₹9,900 |
| 8.00 | M&L reinforced cement concrete 1:11/2:3 (Nominal mix) type B1 (using 20 mm graded stone aggregate) for foundations, including rafts, footings, foundation beams, plinth beam, bases for column, etc, basement slabs, under-reamed piles and mass concrete like complete all as specified and directed. | 12 | Cum | 4,890 ₹58,680 | 6,500 ₹78,000 | 4,850 ₹58,200 Lowest |
| 9.00 | Use& waste formwork to sides of concrete foundations, footings, columns, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with rough finished surface all as specified and directed. | 62 | Sqm | 190 ₹11,780 Lowest | 250 ₹15,500 | 220 ₹13,640 |
Tender Value
₹44.9 L
EMD Value
₹89,900
Closing Date
4 Mar 2026, 6:00 pmClosed
GE BHOPAL
GE BHOPAL BAIRAGARH BHOPAL
PROVISION OF SHED FOR OBSTACLES AT GTO GROUND UNDER GE BHOPAL
2026_MES_752203_1
8522/E8
Open Tender
Civil Works
Item Rate
183 days
BHOPAL
PLEASE REFER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
GE BHOPAL
₹89,900
Yes
18 May 2026
11 Feb 2026
6 Mar 2026
11 Feb 2026
4 Mar 2026
25 Feb 2026
Note :(i) Please refer Sch A/ BOQ Notes before quoting the tender for all phases/ items mentioned below. (ii) Amount of Schedule of credit shall be deducted offline
M&L for excavation in trenches n exc 1.5 m wide and n exc 1.5 m in depth beyond, for foundation, etc. or for shafts, wells , cesspits, manholes, pier holes etc n exc 10 sqm on plan and not 1.5 m depth and getting out soft/loose soil complete all as specified and directed.
Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soft / loose soil complete all as specified and directed.
Removing excavated material from site n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point complete all as specified and directed.
M&L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in sub base, foundation filling in mass concrete etc complete all as specified and directed.
M&L preparation of new or untreated surface of steel and iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer complete as specified and directed.
M&L for TMT bars 10 mm dia and over, cut to length and 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 0.9 mm dia or securing with clips specified and directed.
All as per item No. 6 here-in-before but 6 to 8 mm dia complete.
M&L reinforced cement concrete 1:11/2:3 (Nominal mix) type B1 (using 20 mm graded stone aggregate) for foundations, including rafts, footings, foundation beams, plinth beam, bases for column, etc, basement slabs, under-reamed piles and mass concrete like complete all as specified and directed.
Use& waste formwork to sides of concrete foundations, footings, columns, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter with rough finished surface all as specified and directed.
S&F 16 to 20 mm dia, mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed both ends, each screwed and to fitted with washers and one hexagonal or square, length of bolt exc 22.50 cm and n exc 30 cm complete all as specified and directed.
S&F hand rails, half round or other stock section of core for wooden hand rail straight portion drilled and counter sunk for balusters running bars for door balusters nosing to steps including embedding in concrete and screwing etc. wind tie for roof including securing bolts, posts and struts in fencing including cutting tops to shapes 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 confirming to Fe-290 Gde E-165 complete all as specified and directed.
S&F for steel work in roof truss (framed), vertical post, of tubular pipes including (purlins and rafters) special shaped washers etc complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and directed.
S&F mild steel plate 6 to 20 mm (Plain or chequered) welded to frame or truss (MS pipe) square cut or notched (ordinary andcounter sunk) forming holes, with riveted, bolted complete and confirming to gde Fe-410-0 or Fe 310-0 complete all as specified and directed.
S&F of pre-painted galvalume aluminum zinc coating GI based corrugated steel sheeting 0.50 mm thick of an colour having tensile strength of 550 Mpa (AZ-150) as in roof covering / cladding to wall, chajjas, etc. and fixed with self tapping screws complete all as specified and directed
S&F of pre-painted galvalume aluminum zinc coating GI based corrugated steel sheeting 0.50 mm thick of an colour having tensile strength of 550 Mpa (AZ-150) as in ridges, hips, valley gutters, drip, straight flashing etc. (length and gith as fixed) and fixed with self tapping screws complete all as specified and directed
M&L for 2 mm plain fibre glass translucent sheeting of any colour as in roof covering /cladding to fixed with self-tapping screws on angle/MS Pipe iron frame of each side fixed complete all as specified and directed.
Deduct Schedule of credit (calculation will be done off line) Rs. 0.00
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