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Tender Value
Refer Docs
EMD Value
₹32,577
Closing Date
8 Jul 2026, 12:00 pmDue tomorrow
Executive Engineer
Room No.-218, Administrative Building
Construction of 02 Nos. Servant Quarters at Vice Chancellor Residence cum Camp Office
2026_CUH_915184_1
55/2026
Open Tender
Civil Works
150 days
Central University of Haryana
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹32,577
30 Jun 2026
30 Jun 2026
9 Jul 2026
30 Jun 2026
8 Jul 2026
30 Jun 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 |
|---|---|---|---|---|---|
| 1.01 | 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.
All kinds of soil | 34.55 | cum | 260.3 | ₹8,993.37 |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
(1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 7.75 | cum | 6,812 | ₹52,793 |
| 1.03 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 4.27 | cum | 2,123.75 | ₹9,068.41 |
| 1.04 | 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. | 43.25 | cum | 196 | ₹8,477 |
| 1.05 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 11.04 | sqm | 410.85 | ₹4,535.78 |
| 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | 7.32 | cum | 10,852.95 | ₹79,443.59 |
| 1.07 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | 900 | Kg | 107.1 | ₹96,390 |
| 1.08 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 20.97 | cum | 7,132.25 | ₹1,49,563.28 |
| 1.09 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) | 29.76 | cum | 9,105.95 | ₹2,70,993.07 |
| 1.1 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level
Cement mortar 1:3 (1 cement :3 coarse sand) | 32.04 | sqm | 1,150.5 | ₹36,862.02 |
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