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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹91.2 LAccepted-Finance | ₹91.2 L | L1 | Accepted-Finance Financially qualify |
| 2 | L2₹91.4 L+₹25,909.83 (0.28%)Rejected-Finance | ₹91.4 L+₹25,909.83 (0.28%) | L2 | Rejected-Finance Financially disqualify |
| 3 | L3₹91.5 L+₹31,684.12 (0.35%)Rejected-Finance | ₹91.5 L+₹31,684.12 (0.35%) | L3 | Rejected-Finance Financially disqualify |
| Sl No | Description | Qty | Unit | M/S OMVIR SINGH L3 | M/S NEEB KARORI CONSTRUCTION L2 | MOHAN SINGH DHEK L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface 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 | 950 | Sq M | 44 ₹41,800 | 44 ₹41,800 | 40 ₹38,000 Lowest |
| 2.00 | 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. | 570 | Cu M | 227 ₹1,29,390 | 226 ₹1,28,820 | 225 ₹1,28,250 Lowest |
| 3.00 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. | 76.79 | Cu M | 2,711 ₹2,08,177.69 | 2,710 ₹2,08,100.9 | 2,704 ₹2,07,640.16 Lowest |
| 4.00 | 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 76.79 | Cu M | 8,696 ₹6,67,765.84 | 8,691 ₹6,67,381.89 | 8,674 ₹6,66,076.46 Lowest |
| 5.00 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 48.14 | Cu M | 12,916 ₹6,21,776.24 | 12,909 ₹6,21,439.26 | 12,883 ₹6,20,187.62 Lowest |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns, etc. for mass concrete | 106.65 | Sq M | 501 ₹53,431.65 | 500 ₹53,325 | 499 ₹53,218.35 Lowest |
| 7.00 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 1,023.8 | Sq M | 1,241 ₹12,70,535.8 | 1,240 ₹12,69,512 | 1,235 ₹12,64,393 Lowest |
| 8.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 189.83 | Cu M | 456 ₹86,562.48 | 456 ₹86,562.48 | 455 ₹86,372.65 Lowest |
| 9.00 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 189.83 | Cu M | 62 ₹11,769.46 | 62 ₹11,769.46 | 60 ₹11,389.8 Lowest |
| 10.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required forproper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 24.24 | Cu M | 6,203 ₹1,50,360.72 | 6,200 ₹1,50,288 | 6,188 ₹1,49,997.12 Lowest |
Tender Value
₹99.4 L
EMD Value
₹2.0 L
Closing Date
25 Aug 2026, 12:00 pmClosed
GM(T)
UKKUVB, Rudrapur
Construction work of Open Gym for exercise of students in Jawahar Navodaya School, Latauli (Champawat)
2026_UAPMB_98827_1
e-nivida-804/2026
Open Tender
Civil Works
Item Rate
270 days
Latauli (Champawat)
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
GM(T), UKKUVB, Rudrapur
₹2.0 L
2 Sept 2026
11 Aug 2026
25 Aug 2026
11 Aug 2026
25 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface 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 | 950 | Sq M | - | - |
| 2 | 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. | 570 | Cu M | - | - |
| 3 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. | 76.79 | Cu M | - | - |
| 4 | 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) | 76.79 | Cu M | - | - |
| 5 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 48.14 | Cu M | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases for columns, etc. for mass concrete | 106.65 | Sq M | - | - |
| 7 | Providing and laying 60 mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 1,023.8 | Sq M | - | - |
| 8 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 189.83 | Cu M | - | - |
| 9 | Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 189.83 | Cu M | - | - |
| 10 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required forproper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 24.24 | Cu M | - | - |
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