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Tender Value
₹3.3 Cr
EMD Value
₹6.7 L
Closing Date
24 Jul 2026, 1:00 pm
Similar tender results from the same govt authority in the past 3 years.
EXECUTIVE ENGINEER
EE CD BUND-02, BANDA
Construction of Farmer Residance, Micro Biology Lab and Bio Pesticide Lab Under SADP at Agriculture Science Center, Ganiva, Distt. Chitrakoot
2026_UPHDB_1164027_1
318/SE CIRCLE/AC-03/59 Dated- 20.06.2026
Open Tender
Civil Works
365 days
GANIVA CHITRAKOOT
Please refer Tender documents.
3 documents required · 3 mandatory
₹7,080
EE CD BUND-02, BANDA
₹6.7 L
Yes
25 Jun 2026
25 Jun 2026
24 Jul 2026
25 Jun 2026
24 Jul 2026
25 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Civil Work
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kind of soil | 911.26 | SQM | 24.87 | ₹22,663.04 | BI01010001010000000000000515BI0100001114 |
| 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
All kind of Soil 0-1.5m | 988.27 | CUM | 189.53 | ₹1,87,306.81 | BI01010001010000000000000515BI0100001115 |
| 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. | 392.08 | CUM | 142.71 | ₹55,953.74 | BI01010001010000000000000515BI0100001116 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 63.62 | CUM | 1,546.37 | ₹98,380.06 | BI01010001010000000000000515BI0100001117 |
| 5 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measured as per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m. (2) back fill in immediate contract with foundation 7.5 litre per sq.m (3)treatment of top surface of plinth filling 5 liters per sq.m. (4) treatment of soil along external parameter of building 7.50 lire per sq.m. | 672.48 | SQM | 225.76 | ₹1,51,819.08 | BI01010001010000000000000515BI0100001118 |
| 6 | 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 40 mm nominal size derived from natural sources) | 122.54 | CUM | 4,960.03 | ₹6,07,802.08 | BI01010001010000000000000515BI0100001119 |
| 7 | 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) | 17.99 | SQM | 299.15 | ₹5,381.71 | BI01010001010000000000000515BI0100001120 |
| 8 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | 17.99 | SQM | 106.42 | ₹1,914.5 | BI01010001010000000000000515BI0100001121 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 134.62 | SQM | 285.54 | ₹38,439.39 | BI01010001010000000000000515BI0100001123 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for :
Suspended floors, roofs, landings, balconies and access platform | 1,517.92 | SQM | 675.16 | ₹10,24,838.87 | BI01010001010000000000000515BI0100001125 |
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