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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.9 CrAccepted-Finance 00 00 NAPASAR ROAD NENO KA BASS BIKANER RAJASTHAN BIKANER RAJASTHAN 334022 UDYAM RJ 08 0001676 | BIKANER | RAJASTHAN | 334022 | ₹1.9 Cr | 1 | Accepted-Finance Accepted |
| 2 | 2₹2.0 Cr+₹9.1 L (4.80%)Accepted-Finance LAKHOTIYA CHOWK BIKANER BIKANER RAJASTHAN 334001 | BIKANER | RAJASTHAN | 334001 | ₹2.0 Cr+₹9.1 L (4.80%) | 2 | Accepted-Finance Accepted |
| 3 | 3₹2.0 Cr+₹10.5 L (5.53%)Accepted-Finance | ₹2.0 Cr+₹10.5 L (5.53%) | 3 | Accepted-Finance Accepted |
| 4 | 3₹2.0 Cr+₹10.5 L (5.53%)Accepted-Finance | ₹2.0 Cr+₹10.5 L (5.53%) | 3 | Accepted-Finance Accepted |
| 5 | 4₹2.0 Cr+₹12.4 L (6.56%)Accepted-Finance | ₹2.0 Cr+₹12.4 L (6.56%) | 4 | Accepted-Finance Accepted |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
28 Jan 2026, 3:00 pmClosed
EXECUTIVE ENGINEER CD-VIII
OFFICE OF THE EXECUTIVE ENGINEER CD-VIII IFC DEPTT. SECTOR 15 ROHINI DELHI
Construction of Road and R.C.C. side drain from Punjabi Barat Ghar to Kanjhawala -Auchandi Road in Village Punjab Khore in Bawana Assembly.
2026_IFC_285229_1
EE/CD-VIII/NIT/2025-26/61
Open Tender
Civil Works
Percentage
180 days
DELHI
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹6.4 L
28 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 2026
28 Jan 2026
20 Jan 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 | 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. | 162 | Sqm | 2,064.71 | ₹3,34,483.02 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge.Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 72 | Cum | 2,439.58 | ₹1,75,649.76 |
| 3 | Supply of building rubush/malba/similar unserviceable material dimantled or waste material by mechanical transport including royalty loading unloading banking the same in layers not exceeding 20cm in depth, braking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and up ub embankments for roads, flood banks, marginal banks and fuide or filling up ground depression, with all leads & all lifts. | 131 | Cum | 571.15 | ₹74,820.65 |
| 4 | Supply of C&D waste Screened Soil at Site including royalty, carriage by mechanical transport including loading, unloading and banking the same in layers not exceeding 20cm in depth, rolling each layer with 1/2 tonne roller of wooden steel rammers and dressing up in embankments for road, flood banks, marginal banks and guide banks or filling up ground depressions with a lead of 10 Km and lift 1.5m. | 15 | Cum | 511.17 | ₹7,667.55 |
| 5 | Supply of earth including excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions by mechanical transport within 10 km. lead and lift upto 1.5m. including royalty. | 855 | Cum | 612.44 | ₹5,23,636.2 |
| 6 | 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 1,440 | Cum | 260.87 | ₹3,75,652.8 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand(zone-III) : 8 graded stone aggregate 40 mm nominal size). | 120 | Cum | 6,826.92 | ₹8,19,230.4 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 720 | Sqm | 393.01 | ₹2,82,967.2 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. | 4,320 | Sqm | 844.35 | ₹36,47,592 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. | 984 | Sqm | 929.28 | ₹9,14,411.52 |
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