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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance RZ 151 BLOCK Y NEW ROSHANPURA PAPRAWAT ROAD NAJAFGARH SOUTH WEST DELHI DELHI 110043 | WEST DELHI | DELHI | 110043 | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.6 CrAdmitted-Finance 2 44 A 4 KALU SARAI HAUZ KHAS DELHI SOUTH WEST DELHI DELHI 110016 | SOUTH DELHI | DELHI | 110016 | ₹2.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹3.0 CrAdmitted-Finance NEW DELHI | NEW DELHI | DELHI | 110001 | ₹3.0 Cr | L4 | Admitted-Finance |
| 5 | L5₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Impressions Services Pvt. Ltd. L4 | SWASTIK ELECTROTECH PVT LTD L3 | MODERN CONCEPT CONSTRUCTIONS L1 | M/s S.K.Industries L2 | SAS INFRA L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00(A) CIVIL WORK | ||||||||
| 2.001) 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: | ||||||||
| 3.00 | 1.1) All kinds of soil | 120 | sqm. | 133.1 ₹15,972 | 120 ₹14,400 | 100 ₹12,000 | 120 ₹14,400 | 50 ₹6,000 |
| 4.002) 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||||
| 5.00 | 2.1) All kinds of soil. | 20 | Cum | 181.94 ₹3,638.80 | 360 ₹7,200 | 170 ₹3,400 | 250 ₹5,000 | 200 ₹4,000 |
| 6.00 | 3) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 20 | Cum | 200.9 ₹4,018 | 120 ₹2,400 | 100 ₹2,000 | 150 ₹3,000 | 300 ₹6,000 |
| 7.004) Providing and laying in position cement concrete of specified grade excluding the cost of Centering and shuttering - All work up to plinth level : | ||||||||
| 8.00 | 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) | 10 | Cum | 6,982.3 ₹69,823 | 5,600 ₹56,000 | 5,500 ₹55,000 | 5,500 ₹55,000 | 8,000 ₹80,000 |
| 9.00 | 5) Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 50 | sqm. | 9,543.78 ₹4.8 L | 520 ₹26,000 | 350 ₹17,500 | 550 ₹27,500 | 1,500 ₹75,000 |
| 10.006) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of Centering, shuttering, finishing and reinforcement : | ||||||||
Tender Value
₹2.9 Cr
EMD Value
₹5.7 L
Closing Date
11 May 2026, 3:00 pmClosed
Office of the Executive Engineer (CD-I)
Office of the Executive Engineer (CD-I), Room No. AD-117A, Academic Building, IIT Delhi, Hauz Khas, New Delhi-110016
Comprehensive Maintenance of Civil work, Horticulture, Public Health Work, Service of Housekeeping and Round the clock O and M services for public health work in Sonipat Campus of IIT Delhi for the year 2026-2027
2026_IIT_906972_1
IITD/WORKS (SP- 5293)/2026
Open Tender
Civil Works
365 days
IIT Delhi Hauz Khas
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹5.7 L
27 May 2026
29 Apr 2026
12 May 2026
29 Apr 2026
11 May 2026
29 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (A) CIVIL WORK | - | - | - | - |
| 2 | 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: | - | - | - | - |
| 3 | 1.1) All kinds of soil | - | sqm. | - | - |
| 4 | 2) 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | - | - | - |
| 5 | 2.1) All kinds of soil. | - | Cum | - | - |
| 6 | 3) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | - | - |
| 7 | 4) Providing and laying in position cement concrete of specified grade excluding the cost of Centering and shuttering - All work up to plinth level : | - | - | - | - |
| 8 | 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) | - | Cum | - | - |
| 9 | 5) Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | - | sqm. | - | - |
| 10 | 6) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of Centering, shuttering, finishing and reinforcement : | - | - | - | - |
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