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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical As per committee Report/Order |
| 2 | Accepted-Technical 103 SECTOR 16 DEEN DAYAL PURA AWAS VIKAS COLONY SIKANDRA AGRA | AGRA | AGRA | UTTAR PRADESH | Accepted-Technical As per committee Report/Order |
Tender Value
₹10.8 Cr
EMD Value
₹21.5 L
Closing Date
6 Apr 2026, 3:00 pmClosed
S.E.
Office Complex, Sector-13, Sikandra Yojna, Agra
Construction Work of Developing the District Education and Training Institute as a Centre of Excellence in District Mathura
2026_UPHDB_1122467_1
NIT No. 575/UPHDB/DW-24/02 Date 25.02.2026
Open Tender
Civil Works
Percentage
540 days
MATHURA
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,850
Executive Engineer, CDAGRA-02
₹21.5 L
Yes
16 Apr 2026
19 Mar 2026
7 Apr 2026
19 Mar 2026
6 Apr 2026
19 Mar 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 | Clearing jungle including uprooting of rank vegatations grass, bush, wood trees and saplings of girth upto 30cm. Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 metres outside the periphery of area cleared. | 1 | Sqm | 1 | ₹1 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.6.1 All kinds of soil | 0.8 | Cum | 0.4 | ₹0.32 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m to 3.0m. depth | 1 | Cum | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavatior)/manual means over areas(exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 3.0m to 4.5m. depth | 1 | Cum | 1 | ₹1 |
| 5 | 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 | 1 | Cum | - | - |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 0.8 | Cum | 0.2 | ₹0.16 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | Cum | 0.6 | ₹0.6 |
| 8 | 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) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | 0.4 | - |
| 9 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground Floor) Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1%
concentration With Chlorpyriphos/Lindane E.C. 20% with 1%
concentration | 0.8 | SQM | 0.6 | ₹0.48 |
| 10 | 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). slab | 1 | CUM | 1 | ₹1 |
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