Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹57.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹63.6 L+₹6.6 L (11.6%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical CONDITIONS NOT COMPILED WITH |
| Sl No | Description | Qty | Unit | RAJPATI CONSTRUCTION L1 | Raja enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for foundation, shafts, cesspits, manholes, pier holes, etc and getting out in in any type of soil complete all as specified and directed. | 5.2 | Cum | 235 ₹1,222 | 200 ₹1,040 Lowest |
| 2.00 | Returning filling in any type of soil including spreading levelling watering and well ramming in layers n. exc 25 cm complete all as specified and directed. | 1.8 | Cum | 190 ₹342 | 50 ₹90 Lowest |
| 3.00 | Removing excavated material exc. 500 m but n exc. 1.5 km and depositing where directed at a level n exc 1.5 mtr above starting point complete all as specified and directed. | 2.9 | Cum | 190 ₹551 | 100 ₹290 Lowest |
| 4.00 | M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded stone agg) 200 mm thick as in foundation , sub base concrete etc complete all as specified and directed. | 5.1 | Cum | 4,600 ₹23,460 | 4,000 ₹20,400 Lowest |
| 5.00 | M&L for Moorum filling in sub base brought from outside MD land with any lead, including spreading, levelling, watering & well ramming, in layers not exc 15 cm each complete all as specified and directed. | 12.27 | Cum | 1,000 ₹12,270 | 750 ₹9,202.5 Lowest |
| 6.00 | M&L for hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 9.25 | Cum | 1,000 ₹9,250 Lowest | 1,100 ₹10,175 |
| 7.00 | M&L for 150 mm thick cement concrete type B-1,1:2:4 (20mm graded aggregate) using mechanical mixer and surface vibrator complete all as specified and directed. | 75 | Sqm | 586 ₹43,950 Lowest | 850 ₹63,750 |
| 8.00 | M&L for 25 mm thick Wearproof topping as per manufacturers instructions as specified (incorporating an approved metallic floor hardner), laid on concrete floors and pavings, and finished even and smooth (except metallic hardner) complete all as specified and directed. | 90 | Sqm | 280 ₹25,200 Lowest | 1,000 ₹90,000 |
| 9.00 | M&L Mild steel TMT bars 6 to 8 mm dia , 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 or securing with clips complete all as specified and directed. | 300 | Kg | 91 ₹27,300 Lowest | 100 ₹30,000 |
| 10.00 | M&L for fly ash brick work with modular bricks straight or curved on plan exc 6 m mean radius, built in CM 1:6 complete all as specified and directed. | 6.85 | Cum | 6,310 ₹43,223.5 Lowest | 7,000 ₹47,950 |
Tender Value
₹43.4 L
EMD Value
₹86,860
Closing Date
21 Jul 2026, 6:00 pmClosed
Col Pawan Kumar, CWE
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
PROVN OF INFRASTRUCTURE FOR DEVELOPMENT OF ELECTRIC VEHICLE (EVS) FAST CHARGING STN FOR EV BUSES AT CENTRE MT, 4TB, 3 EME CENTRE UNDER GE BHOPAL
2026_MES_768679_2
84256/E8
Open Tender
Civil Works
Item Rate
180 days
Bhopal
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹500
Yes
GE Bhopal
₹86,860
Yes
30 Jul 2026
2 Jul 2026
23 Jul 2026
2 Jul 2026
21 Jul 2026
9 Jul 2026
2 Jul 2026 - 9 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for foundation, shafts, cesspits, manholes, pier holes, etc and getting out in in any type of soil complete all as specified and directed. | 5.2 | Cum | - | - |
| 2 | Returning filling in any type of soil including spreading levelling watering and well ramming in layers n. exc 25 cm complete all as specified and directed. | 1.8 | Cum | - | - |
| 3 | Removing excavated material exc. 500 m but n exc. 1.5 km and depositing where directed at a level n exc 1.5 mtr above starting point complete all as specified and directed. | 2.9 | Cum | - | - |
| 4 | M&L for cement concrete 1:4:8 type D-2 (using 40 mm graded stone agg) 200 mm thick as in foundation , sub base concrete etc complete all as specified and directed. | 5.1 | Cum | - | - |
| 5 | M&L for Moorum filling in sub base brought from outside MD land with any lead, including spreading, levelling, watering & well ramming, in layers not exc 15 cm each complete all as specified and directed. | 12.27 | Cum | - | - |
| 6 | M&L for hardcore of broken stone or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 9.25 | Cum | - | - |
| 7 | M&L for 150 mm thick cement concrete type B-1,1:2:4 (20mm graded aggregate) using mechanical mixer and surface vibrator complete all as specified and directed. | 75 | Sqm | - | - |
| 8 | M&L for 25 mm thick Wearproof topping as per manufacturers instructions as specified (incorporating an approved metallic floor hardner), laid on concrete floors and pavings, and finished even and smooth (except metallic hardner) complete all as specified and directed. | 90 | Sqm | - | - |
| 9 | M&L Mild steel TMT bars 6 to 8 mm dia , 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 or securing with clips complete all as specified and directed. | 300 | Kg | - | - |
| 10 | M&L for fly ash brick work with modular bricks straight or curved on plan exc 6 m mean radius, built in CM 1:6 complete all as specified and directed. | 6.85 | Cum | - | - |
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 • 0.32 MB
BOQ_868874.xls
BOQ • 0.28 MB
84256TenderDocuments.pdf
Tender Documents • 1.20 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 .