Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.0 CrAdmitted-Finance FLAT NO 1118 MANGALAM AADHAR APARTMENT MAUJA BAIPUR MUSTAKEL SIKANDRA AGRA UTTAR PRADESH 282007 | AGRA | AGRA | UTTAR PRADESH | 282007 | -16.16% | ₹1.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹13.3 L (13.3%)Admitted-Finance | -5.00% | ₹1.1 Cr+₹13.3 L (13.3%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹20.2 L (20.2%)Admitted-Finance | +0.77% | ₹1.2 Cr+₹20.2 L (20.2%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical UTTAR PRADESH UTTAR PRADESH | - | - | - | Rejected-Technical Condition Not Full Fill |
Tender Value
₹1.2 Cr
EMD Value
₹98,500
Closing Date
1 Jun 2026, 4:00 pmClosed
SE ECC(D)Agra
220 KV Sub Station 64 Khamba Sikandra Agra
CONSTRUCTION OF SWITCH GEAR CONTROL ROOM BUILDING, RETAINING/BOUNDARY WALL, SWITCH YARD FENCING, ROAD(APPROACH INTERNAL), GATE, TUBEWELL BORING, FIRE WALL AND OTHER ASSOCIATED CIVIL WORKS AT 33/11 KV SUB STATION PATHAULI ROAD (SARAI) DISTRICT AGRA
2026_DVVNL_1149066_1
13/ECC(D)Ag/2026-27
Open Tender
Civil Works
Percentage
120 days
SE ECC(D)Agra
As Per Tender Documents
3 documents required · 3 mandatory
₹3,540
DVVNL
₹98,500
1 Jul 2026
16 May 2026
2 Jun 2026
16 May 2026
1 Jun 2026
16 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: (DSR 2.1) All kinds of soil (DSR 2.1.1) | 100 | Sqm | 98.95 | ₹9,895 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. (DSR 2.6) All kinds of soil (DSR 2.6.1) | 30 | Cum | 135.26 | ₹4,057.8 |
| 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. (DSR 2.8) All kinds of soil. (DSR 2.8.1) | 150 | Cum | 198.35 | ₹29,752.5 |
| 4 | Excavating, supplying and filling of local earth (excluding royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. (DSR No. 2.25A NSI) | 4,500 | Cum | 468.78 | ₹21,09,510 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR No. 2.27) | 50 | Cum | 1,618.3 | ₹80,915 |
| 6 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared. (DSR No. 2.31) | 2,400 | Sqm | 13.41 | ₹32,184 |
| 7 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR ) (DSR 2.32) | 1,620 | Sqm | 6.82 | ₹11,048.4 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR No. 4.1.) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR No. 4.1.2) | 20 | Cum | 6,355.73 | ₹1,27,114.6 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR No. 4.1.) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR No. 4.1.3) | 18 | Cum | 6,003.42 | ₹1,08,061.56 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (DSR No. 4.1.) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). (DSR No. 4.1.8) | 110 | Cum | 5,190.74 | ₹5,70,981.4 |
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 • 1.50 MB
TenderDocuments_Affidavite2026.pdf
Tender Documents • 0.19 MB
TenderDocuments_Anti Profiting Clouse1.pdf
Tender Documents • 0.16 MB
TenderDocuments_PQC2026.pdf
Tender Documents • 0.46 MB
TenderDocuments_Special Condition2026.pdf
Tender Documents • 0.36 MB
TenderDocuments_Tender Document.pdf
Tender Documents • 0.37 MB
BOQ_2150965.xls
BOQ • 0.45 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 .