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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ALL BID PAPER VALID |
| 2 | Accepted-Technical 357 KOTKAPURA ROAD STREET NO 8 MUKTSAR PUNJAB 152026 | SRI MUKTSAR SAHIB | PUNJAB | 152026 | Accepted-Technical ALL BID PAPER VALID |
| 3 | Accepted-Technical ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | Accepted-Technical ALL BID PAPER VALID |
| 4 | Rejected-Technical VARANASI | VARANASI | UTTAR PRADESH | Rejected-Technical SOME BID PAPER ARE NOT VALID |
Tender Value
₹7.4 Cr
EMD Value
₹1.5 L
Closing Date
29 May 2026, 1:00 pmClosed
EXECUTIVE ENGINEER
EE CD BUND-02 BANDA
CONSTRUCTION WORK FOR THE NEWLY ESTABLISHED KALYANPUR POLICE CHOWKI IN THE VILLAGE OF KALYANPUR, MANIKPUR AT CHITRAKOOT DISTRICT
2026_UPHDB_1146749_1
180/BUND Circle/AC-03/02 Dated- 07.05.2026
Open Tender
Civil Works
Percentage
365 days
KALYANPUR, MANIKPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
EE CD BUND-02 BANDA
₹1.5 L
Yes
2 Jun 2026
8 May 2026
29 May 2026
8 May 2026
29 May 2026
8 May 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 | 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 | 291.27 | CUM | 129.24 | ₹37,643.73 |
| 2 | Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out & disposal of excavated earth upto 1.5m as directed by Engineer in charge All kind of soil upto 1.5m to 3.0m. depth | 46.18 | Cum | 221.57 | ₹10,230.99 |
| 3 | Earth work in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including getting out & disposal of excavated earth upto 1.5m as directed by Engineer in charge All kind of soil up to 3.0m to 4.5m. depth | 37.41 | Cum | 313.9 | ₹11,743 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 8 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 218.54 | CUM | 560.65 | ₹1,22,524.45 |
| 5 | 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) | 58 | CUM | 4,960.03 | ₹2,87,681.74 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 28.16 | CUM | 1,546.37 | ₹43,545.78 |
| 7 | Providing and injecting chemical emulsion for Preconstructional antltermite treatment and creating a chemical barrier under and alround the column pitswall trenches basement excavation top surface If plinth filling junction of wall and floor along the extemal perimer of binding expansion jolnts,surroundings of pipes and conduit etc. complete(Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor or chlordance will be used. The rateof applications of chemical emulsion sl1all be as Follows :. (1) Treatment for MaS9nary& foundatiion 5 Liters per Sq.m. (2) Back fill In immediatecontract with foundation 7.5 Litres per Sq.M. (3) Treatment,of Top surface of plinth filling 5 Litres perSq.M. (4) Treatment of soli along External Perimerter of Building7.50 Litreaper Sq.M. (5) Treatment of soH under Apron Along extmal Perimeter5 litres oer sa.M | 218.42 | SQM | 155 | ₹33,855.1 |
| 8 | 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) | 10.57 | SQM | 299.15 | ₹3,162.02 |
| 9 | 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 a piece of cloth lightly soaked in kerosene oil. | 11.93 | SQM | 106.42 | ₹1,269.59 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natu | 5.2 | CUM | 6,586.49 | ₹34,249.75 |
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