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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-Finance | ₹3.5 Cr | L1 | Accepted-Finance Qualified |
| 2 | L2₹3.5 CrRejected-Finance AMRAVATI COLONY MALLI BAMORI HALDWANI | NAINITAL | UTTARAKHAND | 244713 | ₹3.5 Cr | L2 | Rejected-Finance Qualified |
| 3 | L3₹3.5 CrRejected-Finance RUDRA PRAYAG | UTTARAKHAND | 246141 | ₹3.5 Cr | L3 | Rejected-Finance Disqualified |
| Sl No | Description | Qty | Unit | p s martoliya L3 | parkash chandra pandey L1 | Ratan Construction L2 |
|---|---|---|---|---|---|---|
| 1.00 | 2.28.1Surface 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 | 684.86 | Sqm | 40 ₹27,394.40 | 39 ₹26,709.54 | 40 ₹27,394.40 |
| 2.00 | 2.6.1Earth 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-in-charge. 2.6.1 All kinds of soil | 295.58 | Cum | 208 ₹61,480.64 | 207 ₹61,185.06 | 207 ₹61,185.06 |
| 3.00 | 2.25Filling 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. | 274.72 | Cu.m | 230 ₹63,185.60 | 228 ₹62,636.16 | 229 ₹62,910.88 |
| 4.00 | 2.25(a)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. | 1,148.46 | Cu.m | 820 ₹9.4 L | 817 ₹9.4 L | 818 ₹9.4 L |
| 5.00 | 1.1.2Supplying and filling of Earth by mechanical transport including loading, unloading & stacking beyond 5km upto 10km & beyond 10km upto 20km (Including all) | 169.26 | Cum | 356 ₹60,256.56 | 355 ₹60,087.30 | 355 ₹60,087.30 |
| 6.00 | 2.27Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. | 22.56 | Cu.m | 2,480 ₹55,948.80 | 2,479 ₹55,926.24 | 2,480 ₹55,948.80 |
| 7.00 | 2.35.3.1Treatment 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 | 225.69 | Sqm | 365 ₹82,376.85 | 362 ₹81,699.78 | 362 ₹81,699.78 |
| 8.00 | 4.17Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 40.37 | Sqm | 875 ₹35,323.75 | 874 ₹35,283.38 | 875 ₹35,323.75 |
| 9.00 | 4.1.8Providing 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) | 44.15 | Cum | 7,955 ₹3.5 L | 7,953 ₹3.5 L | 7,954 ₹3.5 L |
| 10.00 | 4.1.4Providing 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 (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 22.56 | Cum | 9,085 ₹2.0 L | 9,084 ₹2.0 L | 9,084 ₹2.0 L |
Tender Value
₹3.5 Cr
EMD Value
₹7.1 L
Closing Date
24 Apr 2026, 11:30 amClosed
GM(C)
KMVN Ltd Oak park house Nainital
Construction of Residencial Building (6No) for medical officers in upper Distt Hospital Bajpur U.S.Nagar
2026_KMVN_94087_1
KMVN/47/48/06.04.2026
Open Tender
Civil Works
540 days
Bajpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
MD KMVN Ltd
₹7.1 L
6 May 2026
9 Apr 2026
24 Apr 2026
9 Apr 2026
24 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 2.28.1Surface 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 | - | Sqm | - | - | itemH1Code1 |
| 2 | 2.6.1Earth 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-in-charge. 2.6.1 All kinds of soil | - | Cum | - | - | code1.02 |
| 3 | 2.25Filling 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. | - | Cu.m | - | - | itemH1Code2 |
| 4 | 2.25(a)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. | - | Cu.m | - | - | code1.03 |
| 5 | 1.1.2Supplying and filling of Earth by mechanical transport including loading, unloading & stacking beyond 5km upto 10km & beyond 10km upto 20km (Including all) | - | Cum | - | - | itemH1Code3 |
| 6 | 2.27Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. | - | Cu.m | - | - | code1.04 |
| 7 | 2.35.3.1Treatment 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 | - | Sqm | - | - | itemH1Code4 |
| 8 | 4.17Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | - | Sqm | - | - | code1.05 |
| 9 | 4.1.8Providing 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) | - | Cum | - | - | itemH1Code5 |
| 10 | 4.1.4Providing 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 (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | - | Cum | - | - | code1.06 |
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