Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹30.3 LAccepted-Finance | ₹30.3 L | L-1 | Accepted-Finance ACCEPTED |
| 2 | L-2₹30.5 LAccepted-Finance | ₹30.5 L | L-2 | Accepted-Finance ACCEPTED |
| 3 | L-3₹30.6 LAccepted-Finance | ₹30.6 L | L-3 | Accepted-Finance ACCEPTED |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD FEES NOT RECIEVED |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-EMD NOT RECIEVED |
| Sl No | Description | Qty | Unit | Chirakshi Construction Co. L3 | M/s Liak Ahmed L1 | M/S Anush Construction Company L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar | 17.52 | Cum | 2,100 ₹36,792 | 2,080 ₹36,441.6 | 2,000 ₹35,040 Lowest |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.2 Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | 8.97 | Cum | 2,000 ₹17,940 | 1,510 ₹13,544.7 Lowest | 1,800 ₹16,146 |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | 159.38 | Cum | 300 ₹47,814 | 265 ₹42,235.7 Lowest | 310 ₹49,407.8 |
| 4.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2.26.1 All kinds of soil | 44.83 | Cum | 200 ₹8,966 | 130 ₹5,827.9 Lowest | 190 ₹8,517.7 |
| 5.00 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): 2.20.2 Depth exceeding 1.5 m but not exceeding 3 m | 150.48 | Sqm | 150 ₹22,572 | 85 ₹12,790.8 Lowest | 160 ₹24,076.8 |
| 6.00 | Providing and laying in position cement concrete specified grade excluding the cost of centering & shuttering 1:6:12 Cement : 6 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 40mm nominal size derived from natural sources) | 8.97 | Cum | 6,000 ₹53,820 | 6,450 ₹57,856.5 | 5,600 ₹50,232 Lowest |
| 7.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level. 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum | 45.24 | Cum | 11,000 ₹4,97,640 | 9,900 ₹4,47,876 Lowest | 10,500 ₹4,75,020 |
| 8.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.2 All works above plinth level upto floor V level. 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum | 65.81 | Cum | 11,800 ₹7,76,558 | 10,200 ₹6,71,262 Lowest | 11,000 ₹7,23,910 |
| 9.00 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 36.65 | Qtl. | 1,000 ₹36,650 | 750 ₹27,487.5 Lowest | 1,000 ₹36,650 |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 92.25 | Sqm | 500 ₹46,125 | 400 ₹36,900 Lowest | 550 ₹50,737.5 |
Tender Value
₹28.8 L
EMD Value
₹28,820
Closing Date
6 Jul 2026, 12:00 pmClosed
Executive Engineer
O and M Division 220 KV Substation Punjabi Bagh BBMB Delhi-110035
Augmentation of existing 05 nos. protection walls for safety of 04 nos. 100 MVA, 220/66-33 kV T/F at 220 kV sub station, BBMB, Delhi by dismantling existing old brick walls and providing new RCC walls
2026_BBMB_273843_1
ENIT-01/OMD/2026-27
Open Tender
Civil Works
Tender cum Auction
180 days
220 KV Delhi Substation
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹28,820
Yes
5 Aug 2026
2 Apr 2026
7 Jul 2026
2 Apr 2026
6 Jul 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 15.7.4 In cement mortar | 17.52 | Cum | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.2 Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | 8.97 | Cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | 159.38 | Cum | - | - |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 2.26.1 All kinds of soil | 44.83 | Cum | - | - |
| 5 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered): 2.20.2 Depth exceeding 1.5 m but not exceeding 3 m | 150.48 | Sqm | - | - |
| 6 | Providing and laying in position cement concrete specified grade excluding the cost of centering & shuttering 1:6:12 Cement : 6 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 40mm nominal size derived from natural sources) | 8.97 | Cum | - | - |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level. 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum | 45.24 | Cum | - | - |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.2 All works above plinth level upto floor V level. 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum | 65.81 | Cum | - | - |
| 9 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 36.65 | Qtl. | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete | 92.25 | Sqm | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 • 0.09 MB
DNIT01.pdf
Tender Documents • 1.26 MB
BOQ_319713.xls
BOQ • 0.33 MB
CORRIGENDUMIII.pdf
PDF • 0.03 MB
corrigendumII.pdf
PDF • 0.03 MB
corrigendum.pdf
PDF • 0.37 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 [email protected].