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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.3 LAdmitted-Finance 441 G F LIG FLATS PH 2 SEC 14 PKT 3 DWARKA NEW DELHI SECTOR 14 DWARKA DWARKA SOUTH WEST DELHI DELHI 110078 | SOUTH WEST DELHI | DELHI | 110078 | ₹34.3 L | L1 | Admitted-Finance |
| 2 | L2₹37 L+₹2.7 L (7.91%)Admitted-Finance | ₹37 L+₹2.7 L (7.91%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GIAN BUILDERS L2 | OMVIN ENTERPRISES LLP L1 |
|---|---|---|---|---|---|
| 1.00 | M&L for Surface dressing in hard/ dense soil depth n exe 15 cm deep including grubing up of bushes and levelling the surface for the construction/ errection of structure including removal of all kind of bushes/ vegetation/ small trees etc. complete all as specified and as directed. | 150 | Sqm | 20 ₹3,000 Lowest | 100 ₹15,000 |
| 2.00 | M&L for excavation in hard / dense soil trenches, n exc 1.5 m wide and n exc. 1.5 m or part thereof in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. | 60 | Cum | 500 ₹30,000 | 350 ₹21,000 Lowest |
| 3.00 | M&L for excavation in hard rock trenches, n exc 1.5 m wide and n exc. 1.5 m or part thereof in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. | 20 | Cum | 2,000 ₹40,000 | 600 ₹12,000 Lowest |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. as specified and directed | 55 | cum | 200 ₹11,000 | 100 ₹5,500 Lowest |
| 5.00 | Removing excavated material exc. 250m but n exc 1.5 km depositing wherever directed. | 20 | Cum | 200 ₹4,000 | 100 ₹2,000 Lowest |
| 6.00 | Spreading, leveling including well ramming & requried watering of excavated soil only above the starting point as specified and directed | 5 | cum | 100 ₹500 Lowest | 300 ₹1,500 |
| 7.00 | M&L for providing and laying AAC Block Massonary in superstructure using Autoclaved Aerated Concrete blocks (AAC blocks) of size 600x200x300 mm (density 550-650 Kg/Cum), laid with polymer modified thin bed block adhessive (3 mm thick joints). Including necessary bonding with RCC columns using flat iron/ GI ties (e.g, 40x3 mm flat ties, L-shaped or fish tail type) fixed in columns and embedded in masonnary joints at every 4th-5th course (approx. 460-600 mm c/c vertically and as per hight), including scaffolding, curing, wastage, etc. completeall as per directed and specified. | 60 | Cum | 8,400 ₹5,04,000 | 7,500 ₹4,50,000 Lowest |
| 8.00 | M & L for rendering 15 mm thick in CM 1:4 on other than fair faces of brick work or concrete surfaces with water proofing compound finished fair and even without using extra cement. | 300 | Sqm | 200 ₹60,000 | 165 ₹49,500 Lowest |
| 9.00 | M&L for preparing surfaces plastered or unplasted surface of wall by applying Acrylic smooth exterior paint of required shade: New York (Two coat applied @ 1.67 ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 Sqm all as specified and directed | 300 | Sqm | 60 ₹18,000 Lowest | 65 ₹19,500 |
| 10.00 | M & L for rendering 12 mm thick in CM 1:6 on other than fair faces of brick work or concrete surfaces finished fair and even without using extra cement. | 100 | Sqm | 200 ₹20,000 | 165 ₹16,500 Lowest |
Tender Value
₹40.7 L
EMD Value
₹81,320
Closing Date
8 Aug 2026, 6:00 pmClosed
GE E/M RR HOSP DELHI CANTT-10
GE E/M RR HOSP DELHI CANTT-10
GE/H/ T-30/ 2026-27 PROVN OF ADDL TOILET FACILITIES FOR VISITOR WAITING AREA AT AHRR UNDER GE E/M R AND R HOSP DELHI CANTT-10
2026_MES_777888_1
GE/H/T-30/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE E/M RR HOSP DELHI CANTT-10
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE E/M RR HOSP DELHI CANTT-10
₹81,320
Yes
14 Aug 2026
11 Jul 2026
10 Aug 2026
11 Jul 2026
8 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Surface dressing in hard/ dense soil depth n exe 15 cm deep including grubing up of bushes and levelling the surface for the construction/ errection of structure including removal of all kind of bushes/ vegetation/ small trees etc. complete all as specified and as directed. | 150 | Sqm | - | - |
| 2 | M&L for excavation in hard / dense soil trenches, n exc 1.5 m wide and n exc. 1.5 m or part thereof in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. | 60 | Cum | - | - |
| 3 | M&L for excavation in hard rock trenches, n exc 1.5 m wide and n exc. 1.5 m or part thereof in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and as directed. | 20 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. as specified and directed | 55 | cum | - | - |
| 5 | Removing excavated material exc. 250m but n exc 1.5 km depositing wherever directed. | 20 | Cum | - | - |
| 6 | Spreading, leveling including well ramming & requried watering of excavated soil only above the starting point as specified and directed | 5 | cum | - | - |
| 7 | M&L for providing and laying AAC Block Massonary in superstructure using Autoclaved Aerated Concrete blocks (AAC blocks) of size 600x200x300 mm (density 550-650 Kg/Cum), laid with polymer modified thin bed block adhessive (3 mm thick joints). Including necessary bonding with RCC columns using flat iron/ GI ties (e.g, 40x3 mm flat ties, L-shaped or fish tail type) fixed in columns and embedded in masonnary joints at every 4th-5th course (approx. 460-600 mm c/c vertically and as per hight), including scaffolding, curing, wastage, etc. completeall as per directed and specified. | 60 | Cum | - | - |
| 8 | M & L for rendering 15 mm thick in CM 1:4 on other than fair faces of brick work or concrete surfaces with water proofing compound finished fair and even without using extra cement. | 300 | Sqm | - | - |
| 9 | M&L for preparing surfaces plastered or unplasted surface of wall by applying Acrylic smooth exterior paint of required shade: New York (Two coat applied @ 1.67 ltr/10 Sqm over and including priming coat of exterior primer applied @ 2.20 Kg/10 Sqm all as specified and directed | 300 | Sqm | - | - |
| 10 | M & L for rendering 12 mm thick in CM 1:6 on other than fair faces of brick work or concrete surfaces finished fair and even without using extra cement. | 100 | Sqm | - | - |
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