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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹12.5 Cr+₹9.0 L (0.73%)Admitted-Finance 32 9 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L2 | Admitted-Finance | |
| 3 | L3₹13.2 Cr+₹79.7 L (6.45%)Admitted-Finance 102 SUBHASH ROAD HERITAGE HEIGHTS DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L3 | Admitted-Finance | |
| 4 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | Rejected-Technical bid is non responsive | |
| 5 | Rejected-Technical | - | Rejected-Technical bid is non responsive |
| Sl No | Description | Qty | Unit | M/S Shiv Kumar Agarwal L3 | AGARWAL INFRASTRUCTURE L1 | VKJ Projects Pvt. Ltd. L2 |
|---|---|---|---|---|---|---|
| 1.00 | 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, 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. | 2,807.31 | Cum | 263 ₹7,38,322.53 Lowest | 265 ₹7,43,937.15 | 270 ₹7,57,973.7 |
| 2.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 811.18 | Cum | 93.25 ₹75,642.54 Lowest | 95 ₹77,062.1 | 100 ₹81,118 |
| 3.00 | Treatment of soil under 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 | 1,056.68 | Sqm | 51 ₹53,890.68 Lowest | 240 ₹2,53,603.2 | 250 ₹2,64,170 |
| 4.00 | 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. | 852.41 | Cum | 331 ₹2,82,147.71 Lowest | 800 ₹6,81,928 | 800 ₹6,81,928 |
| 5.00 | 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 m and lift upto 1.5 m. | 1,386.39 | Cum | 226.5 ₹3,14,017.34 Lowest | 230 ₹3,18,869.7 | 250 ₹3,46,597.5 |
| 6.00 | Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete. | 159.18 | Cum | 2,011 ₹3,20,110.98 Lowest | 2,050 ₹3,26,319 | 2,100 ₹3,34,278 |
| 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). | 249.94 | Cum | 5,965 ₹14,90,892.1 Lowest | 6,100 ₹15,24,634 | 6,100 ₹15,24,634 |
| 8.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 74.85 | Sqm | 255.5 ₹19,124.18 Lowest | 365 ₹27,320.25 | 375 ₹28,068.75 |
| 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 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 10.11 | Cum | 6,925 ₹70,011.75 Lowest | 7,200 ₹72,792 | 7,200 ₹72,792 |
| 10.00RENFORCED CEMENT CONCRETE WORK | ||||||
Tender Value
₹12.5 Cr
EMD Value
₹24.9 L
Closing Date
17 Nov 2023, 3:00 pmClosed
GM CIVIL BRIDCUL
BRIDCUL Opp Govt ITI Niranjanpur Majra Dehradun
Construction of Library Block at Doon University Dehradun (Civil Work)
2023_BRID2_64978_1
1555/BRIDCUL/832/23 Dated 20.10.2023
Open Tender
Civil Works - Buildings
Item Rate
365 days
Doon University dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
MD - BRIDCUL
₹24.9 L
BRIDCUL Dehradun
16 Dec 2023
27 Oct 2023
17 Nov 2023
27 Oct 2023
17 Nov 2023
2 Nov 2023
4 Nov 2023
| 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. | 2,807.31 | Cum | - | - |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil | 811.18 | Cum | - | - |
| 3 | Treatment of soil under 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 | 1,056.68 | Sqm | - | - |
| 4 | 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. | 852.41 | Cum | - | - |
| 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. | 1,386.39 | Cum | - | - |
| 6 | Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete. | 159.18 | 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). | 249.94 | Cum | - | - |
| 8 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 74.85 | Sqm | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 10.11 | Cum | - | - |
| 10 | RENFORCED CEMENT CONCRETE WORK | - | - | - | - |
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