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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-Finance | ₹20.9 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹21.4 L+₹55,666 (2.67%)Rejected-Finance | ₹21.4 L+₹55,666 (2.67%) | L2 | Rejected-Finance Not L1 |
| 3 | L3₹21.6 L+₹69,111 (3.31%)Rejected-Finance C 1 PLOT NO 202 STREET NO 3 VAISHALI COLONY PALAM SOUTH WEST DELHI DELHI 110045 | SOUTH WEST DELHI | DELHI | 110045 | ₹21.6 L+₹69,111 (3.31%) | L3 | Rejected-Finance Not L1 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non fulfilling of the tender conditions |
| Sl No | Description | Qty | Unit | YogpriDeal L3 | sidra interiors L1 | Dnova Infracon Pvt. Ltd. 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. | 5 | cum | 2,050 ₹10,250 | 2,000 ₹10,000 | 1,750 ₹8,750 Lowest |
| 2.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1.3 | cum | 3,600 ₹4,680 | 3,400 ₹4,420 Lowest | 4,200 ₹5,460 |
| 3.00 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | 8.5 | sqm | 1,210 ₹10,285 | 1,200 ₹10,200 | 550 ₹4,675 Lowest |
| 4.00 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above
plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks | 21.9 | cum | 10,500 ₹2,29,950 | 9,460 ₹2,07,174 | 8,700 ₹1,90,530 Lowest |
| 5.00 | 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) | 163 | sqm | 680 ₹1,10,840 | 720 ₹1,17,360 | 550 ₹89,650 Lowest |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,200 | kg | 102 ₹3,26,400 | 98 ₹3,13,600 | 95 ₹3,04,000 Lowest |
| 7.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,
plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources). | 21 | cum | 13,000 ₹2,73,000 | 12,500 ₹2,62,500 | 8,950 ₹1,87,950 Lowest |
| 8.00 | Additional for pump service require. | 1 | job | 15,000 ₹15,000 | 12,800 ₹12,800 Lowest | 20,000 ₹20,000 |
| 9.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
| 9.10 | Suspended floors, roofs, landings, balconies and access platform | 113 | sqm | 1,120 ₹1,26,560 | 1,100 ₹1,24,300 | 875 ₹98,875 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
26 May 2026, 4:00 pmClosed
Principal
Hindu College
CONSTRUCTION OF ROOM 4 IN COMPUTER LAB AT HINDU COLLEGE
2026_DU_909396_1
HC/TE/2026/ROOM4
Limited
Civil Works - Buildings
Works
60 days
Hindu College
as per NIT
2 documents required · 2 mandatory
₹1,000
Principal, Hindu College
₹50,000
Yes
1 Jun 2026
19 May 2026
27 May 2026
19 May 2026
26 May 2026
19 May 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. | 5 | cum | - | - |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1.3 | cum | - | - |
| 3 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | 8.5 | sqm | - | - |
| 4 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above
plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks | 21.9 | cum | - | - |
| 5 | 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) | 163 | sqm | - | - |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,200 | kg | - | - |
| 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands,
plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources). | 21 | cum | - | - |
| 8 | Additional for pump service require. | 1 | job | - | - |
| 9Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 9.1 | Suspended floors, roofs, landings, balconies and access platform | 113 | sqm | - | - |
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