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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr | L1 | Accepted-AOC found L1 |
| 2 | L2₹1.6 Cr+₹77,101.73 (0.49%)Rejected-Finance | ₹1.6 Cr+₹77,101.73 (0.49%) | L2 | Rejected-Finance found L2 |
| 3 | L3₹1.6 Cr+₹83,347.26 (0.53%)Rejected-Finance | ₹1.6 Cr+₹83,347.26 (0.53%) | L3 | Rejected-Finance found L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical technically not qualified |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | hind constructions L2 | M/S SHRISAI CONSTRUCTION CO L1 | National Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 2,623 | SQM | 34 ₹89,182 | 33 ₹86,559 Lowest | 34 ₹89,182 |
| 2.00 | 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 et | 239.63 | Cum | 260 ₹62,304.58 | 255 ₹61,106.42 Lowest | 260 ₹62,304.58 |
| 3.00 | Earthwork means(Hydraulic excavator)/manual means over areas ( exceeding 30cm in depth,1.5m in width as well as 10sqm on plan) i/c disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. : Excavation in all kinds of soil.All kinds of soil in excavation by mechanical | 110.29 | CUM | 177 ₹19,521.33 | 175 ₹19,300.75 Lowest | 177 ₹19,521.33 |
| 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. | 125.23 | CUM | 196 ₹24,545.08 | 195 ₹24,419.85 Lowest | 196 ₹24,545.08 |
| 5.00 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge. | 42.71 | CUM | 308 ₹13,154.68 | 300 ₹12,813 Lowest | 308 ₹13,154.68 |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 10.68 | CUM | 2,123 ₹22,669.39 | 2,100 ₹22,423.8 Lowest | 2,125 ₹22,690.75 |
| 7.00 | 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, | 556.46 | cum | 700 ₹3,89,524.1 Lowest | 700 ₹3,89,524.1 Lowest | 700 ₹3,89,524.1 Lowest |
| 8.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 8.71 | Cum | 2,123 ₹18,480.72 | 2,120 ₹18,454.6 Lowest | 2,125 ₹18,498.13 |
| 9.00 | 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/ L | 2,552.37 | SQM | 310 ₹7,91,235.63 Lowest | 310 ₹7,91,235.63 Lowest | 310 ₹7,91,235.63 Lowest |
| 10.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | 123.83 | CUM | 9,105 ₹11,27,444.84 | 9,100 ₹11,26,825.7 Lowest | 9,105 ₹11,27,444.84 |
Tender Value
Refer Docs
EMD Value
₹3.2 L
Closing Date
7 Mar 2026, 5:00 pmClosed
municipal commissioner
nagar nigam rudrapur
Beautification of Subhash Park at Ward 03 Transit Camp in Rudrapur under Devbhoomi rajat jaynti.
2026_NNRP0_92181_1
2998 Beautification of Subhash Park at Ward 03 Transit Camp in Rudrapur under Devbhoomi rajat jaynti
Open Tender
Civil Works
Item Rate
Rudrapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Municipal Commissioner Nagar Nigam
₹3.2 L
8 Jul 2026
21 Feb 2026
9 Mar 2026
21 Feb 2026
7 Mar 2026
21 Feb 2026
21 Feb 2026 - 7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | |||||
| 2 | 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 et | 0.2 | Cum | - | - |
| 3Earthwork means(Hydraulic excavator)/manual means over areas ( exceeding 30cm in depth,1.5m in width as well as 10sqm on plan) i/c disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. : Excavation in all kinds of soil.All kinds of soil in excavation by mechanical | |||||
| 4Filling 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. | |||||
| 5Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and irection of Engineer -in - charge. | |||||
| 6Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 7 | 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, | 0.2 | cum | - | - |
| 8Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 9 | 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/ L | 0.2 | SQM | - | - |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | 0.8 | CUM | - | - |
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