Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 CrAdmitted-Finance 15 65 PUNJABI BAGH NEW DELHI 110015 | NEW DELHI | NEW DELHI | DELHI | 110015 | L1 | Admitted-Finance | |
| 2 | L2₹42.9 Cr+₹53.0 L (1.25%)Admitted-Finance BAREILLY UP BRANCH OFFICE ADDRESS KHASRA NO 0 6 1 4 HANUMAN DHAM ROAD VILLAGE SANTOSHPUR CHHOI RAMNAGAR NAINITAL UTTARAKHAND | BAREILLY | BAREILLY | UTTARAKHAND | L2 | Admitted-Finance | |
| 3 | L3₹43.2 Cr+₹75.4 L (1.78%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Rejected-Technical MASJID KAITH RAMPUR UTTAR PRADESH | RAMPUR | RAMPUR | UTTAR PRADESH | - | Rejected-Technical BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | M/s Sameer Construction Co. L1 | Mohan Infradevelopers Pvt Ltd L2 | M/S OM CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 for all lift, as directed by Engineer-in-charge. All kinds of soil | 5,949.83 | Cum | 169 ₹10,05,521.27 Lowest | 177 ₹10,53,119.91 | 180 ₹10,70,969.4 |
| 2.00 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 71.56 | Cum | 248 ₹17,746.88 Lowest | 261 ₹18,677.16 | 265 ₹18,963.4 |
| 3.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 250.42 | Cum | 121 ₹30,300.82 Lowest | 126 ₹31,552.92 | 130 ₹32,554.6 |
| 4.00 | 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 50 and for all lift. | 4,701.89 | Cum | 187 ₹8,79,253.43 Lowest | 196 ₹9,21,570.44 | 200 ₹9,40,378 |
| 5.00 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. | 178.15 | Cum | 666 ₹1,18,647.9 Lowest | 700 ₹1,24,705 | 700 ₹1,24,705 |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 263.45 | Cum | 2,018 ₹5,31,642.1 Lowest | 2,124 ₹5,59,567.8 | 2,150 ₹5,66,417.5 |
| 7.00 | 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 | 3,776.38 | Sqm | 295 ₹11,14,032.1 Lowest | 311 ₹11,74,454.18 | 310 ₹11,70,677.8 |
| 8.00 | 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) | 172.98 | Cum | 6,821 ₹11,79,896.58 Lowest | 7,179 ₹12,41,823.42 | 7,200 ₹12,45,456 |
| 9.00 | 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 (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 600.91 | Cum | 6,852 ₹41,17,435.32 | 6,815 ₹40,95,201.65 Lowest | 7,000 ₹42,06,370 |
| 10.00 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 192.99 | Sqm | 471 ₹90,898.29 Lowest | 500 ₹96,495 | 500 ₹96,495 |
Tender Value
₹43.0 Cr
EMD Value
₹86.0 L
Closing Date
27 Jun 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GM Civil
BRIDCUL Opp Govt ITI Niranjanpur Majra Dehradun
Construction of State Guest House at Tanakpur Distt Champawat
2025_BRID2_84677_1
1258/BRIDCUL/979/25 Dated 04.06.2025
Open Tender
Civil Works - Buildings
Item Rate
540 days
Champawat
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
MD - BRIDCUL
₹86.0 L
BRIDCUL Dehradun
24 Dec 2025
6 Jun 2025
27 Jun 2025
6 Jun 2025
27 Jun 2025
19 Jun 2025
18 Jun 2025
| 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 for all lift, as directed by Engineer-in-charge. All kinds of soil | 5,949.83 | Cum | - | - |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 71.56 | Cum | - | - |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 250.42 | Cum | - | - |
| 4 | 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 and for all lift. | 4,701.89 | Cum | - | - |
| 5 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. | 178.15 | Cum | - | - |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 263.45 | Cum | - | - |
| 7 | 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 | 3,776.38 | Sqm | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 172.98 | Cum | - | - |
| 9 | 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 600.91 | Cum | - | - |
| 10 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 192.99 | Sqm | - | - |
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
Tenderdocument.pdf
Tender Documents • 11.47 MB
BOQ.xls
BOQ • 0.59 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 .