Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAdmitted-Finance 00 KANDHARPUR NEAR JUNIOR HIGH SCHOOL KANDHARPUR BAREILLY UTTAR PRADESH 243004 UDYAM UP 15 0021222 | BAREILLY | UTTAR PRADESH | 243004 | ₹4.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.5 Cr+₹6.6 L (1.48%)Admitted-Finance | ₹4.5 Cr+₹6.6 L (1.48%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | sushilprasad L2 | shri balaji enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 2.0 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 2.0 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. | 768.47 | cum | 276 ₹2,12,097.72 | 270 ₹2,07,486.9 Lowest |
| 2.00 | 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 500 m and lift upto 2.5 m. | 583.92 | cum | 208 ₹1,21,455.36 | 205 ₹1,19,703.6 Lowest |
| 3.00 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion 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 | 207.1 | cum | 329 ₹68,135.9 | 325 ₹67,307.5 Lowest |
| 4.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 30km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 82.42 | cum | 743 ₹61,238.06 | 736 ₹60,661.12 Lowest |
| 5.00CONCRETE WORK | |||||
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 32.82 | cum | 7,500 ₹2,46,150 Lowest | 7,500 ₹2,46,150 Lowest |
| 7.00 | 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 : 8 graded stone aggregate 40 mm nominal size). | 48.7 | cum | 7,217 ₹3,51,467.9 | 7,100 ₹3,45,770 Lowest |
| 8.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 23.61 | Sqm | 436 ₹10,293.96 | 420 ₹9,916.2 Lowest |
| 9.00 | Applying a coat of residual petroleum bitumen of penetration 80/100 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. | 23.61 | Sqm | 155 ₹3,659.55 | 150 ₹3,541.5 Lowest |
| 10.00REINFORCED CEMENT CONCRETE WORK | |||||
Tender Value
₹4.5 Cr
EMD Value
₹9.0 L
Closing Date
6 Jul 2026, 3:00 pmClosed
DGM HQ BRIDCUL
BRIDCUL Opp Govt ITI Niranjanpur Majra Dehradun
Construction of Proposed Regional Office Building for Pollution Board at Dehradun
2026_BRID3_96886_1
962/BRIDCUL/1077/26 Dated 19.06.2026
Open Tender
Civil Works - Buildings
Item Rate
540 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
MD - BRIDCUL
₹9.0 L
BRIDCUL Dehradun
29 Jul 2026
22 Jun 2026
6 Jul 2026
22 Jun 2026
6 Jul 2026
30 Jun 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 768.47 | cum | - | - |
| 2 | 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. | 583.92 | cum | - | - |
| 3 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion 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 | 207.1 | cum | - | - |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 30km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 82.42 | cum | - | - |
| 5 | CONCRETE WORK | - | - | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 32.82 | cum | - | - |
| 7 | 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 : 8 graded stone aggregate 40 mm nominal size). | 48.7 | cum | - | - |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 23.61 | Sqm | - | - |
| 9 | Applying a coat of residual petroleum bitumen of penetration 80/100 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. | 23.61 | Sqm | - | - |
| 10 | REINFORCED CEMENT CONCRETE WORK | - | - | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.22 MB
SBD_PCB.pdf
Tender Documents • 11.39 MB
BOQ_114452.xls
BOQ • 0.48 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .