Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹8.3 L+₹31,579.70 (3.95%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | NDS TRADERS L2 | JYOTI ENTERPRISES 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 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil, complate all as specififed and directed. | 35.27 | Cum | 250 ₹8,817.5 | 200 ₹7,054 Lowest |
| 2.00 | Removing excavated material n exc. 100 m and depositing where directed at a level n exc 1.5 mtr above starting point complete all as specified and directed. | 35.27 | Cum | 200 ₹7,054 | 150 ₹5,290.5 Lowest |
| 3.00 | M&L for hardcore of broken stone or boulders of gauge n exc. 63m, deposited, spread and levelled in layers n exc. 15m thick, watered and rammed to a true surface complete all specified and directed. | 15.68 | Cum | 700 ₹10,976 | 650 ₹10,192 Lowest |
| 4.00 | M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, sub base concrete etc complete all as specified and directed. | 7.84 | Cum | 4,500 ₹35,280 | 4,000 ₹31,360 Lowest |
| 5.00 | M&L M-25 design mix as in foundations, including rafts, footing, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed pile sand mass concrete complete all specified and directed. | 11 | Cum | 7,300 ₹80,300 | 7,100 ₹78,100 Lowest |
| 6.00 | M&L M-25 design mix as in walls , retaining walls, basement walls, ballast walls and the like any thickness above top of footing including atteched pilasters and buttress complete all specified and directed. | 10 | Cum | 7,350 ₹73,500 | 7,100 ₹71,000 Lowest |
| 7.00 | M&L M-25 design mix as in slab supported on walls, beams and columns in floors, roofs, landing, balconies, canopies, deck slabs and in shelves and the like complete all specified and directed. | 10.5 | Cum | 7,350 ₹77,175 | 7,100 ₹74,550 Lowest |
| 8.00 | Mild steel bars 10 mm dia and over, cut to length, bent to shape required, including crancing, bending spirally for hooping for columns, hooking ends ad binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all specified and directed. | 4,950 | Kg | 98 ₹4,85,100 | 95 ₹4,70,250 Lowest |
| 9.00 | M&L for 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 works vertical or the batter complete all specified and directed. | 11.7 | Sqm | 385 ₹4,504.5 | 380 ₹4,446 Lowest |
Tender Value
₹8.2 L
EMD Value
₹16,500
Closing Date
11 Aug 2026, 6:00 pmClosed
GE BHOPAL
GE Bhopal, Bairagarh pincode - 462030
CONSTRUCTION OF 03 X NOS RCC BOX TYPE CULVERT OVER DRAINAGE FLOWING THOUGH TRAINING AREA OF 21 CGSR A AT BAIRAGARH UNDER GE BHOPAL
2026_MES_770145_2
8580/E8
Open Tender
Civil Works
Item Rate
180 days
BHOPAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE BHOPAL
₹16,500
Yes
19 Aug 2026
16 Jul 2026
13 Aug 2026
16 Jul 2026
11 Aug 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.1 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil, complate all as specififed and directed. | 35.27 | Cum | - | - |
| 2 | Removing excavated material n exc. 100 m and depositing where directed at a level n exc 1.5 mtr above starting point complete all as specified and directed. | 35.27 | Cum | - | - |
| 3 | M&L for hardcore of broken stone or boulders of gauge n exc. 63m, deposited, spread and levelled in layers n exc. 15m thick, watered and rammed to a true surface complete all specified and directed. | 15.68 | Cum | - | - |
| 4 | M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation, sub base concrete etc complete all as specified and directed. | 7.84 | Cum | - | - |
| 5 | M&L M-25 design mix as in foundations, including rafts, footing, foundation beams, plinth beams, bases for columns etc basement slabs, under reamed pile sand mass concrete complete all specified and directed. | 11 | Cum | - | - |
| 6 | M&L M-25 design mix as in walls , retaining walls, basement walls, ballast walls and the like any thickness above top of footing including atteched pilasters and buttress complete all specified and directed. | 10 | Cum | - | - |
| 7 | M&L M-25 design mix as in slab supported on walls, beams and columns in floors, roofs, landing, balconies, canopies, deck slabs and in shelves and the like complete all specified and directed. | 10.5 | Cum | - | - |
| 8 | Mild steel bars 10 mm dia and over, cut to length, bent to shape required, including crancing, bending spirally for hooping for columns, hooking ends ad binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all specified and directed. | 4,950 | Kg | - | - |
| 9 | M&L for 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 works vertical or the batter complete all specified and directed. | 11.7 | Sqm | - | - |
| 10 | M&L for formwork to faces of wall, retaining walls, abutments, parapets and staircases railings and similar work including attached pilasters, buttresses etc vertical or the batter, complete all as specified and directed. | 91.58 | Sqm | - | - |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.23 MB
TENDER_DOCU_8580.pdf
Tender Documents • 0.98 MB
BOQ_872651.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .