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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹59.2 LAccepted-Finance | ₹59.2 L | 1 | Accepted-Finance OK |
| 2 | 2₹59.4 LRejected-Finance | ₹59.4 L | 2 | Rejected-Finance HIGHER RATE |
| 3 | 3₹59.6 LRejected-Finance | ₹59.6 L | 3 | Rejected-Finance HIGHER RATE |
| Sl No | Description | Qty | Unit | MANOHAR PRAKASH L3 | S S ENTERPRISES L2 | Ankit Khera L1 |
|---|---|---|---|---|---|---|
| 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 | 817.15 | Sqm | 34.32 ₹28,044.59 | 34.22 ₹27,962.87 | 34.15 ₹27,905.67 |
| 2.00 | 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 lift upto 1.5 m, as directed by Engineer-in-charge | 6.91 | CUM | 178.39 ₹1,232.67 | 177.85 ₹1,228.94 | 177.5 ₹1,226.53 |
| 3.00 | 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. | 111.21 | Cum | 261.6 ₹29,092.54 | 260.82 ₹29,005.79 | 260.3 ₹28,947.96 |
| 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. | 70.3 | cum | 196.98 ₹13,847.69 | 196.39 ₹13,806.22 | 196 ₹13,778.80 |
| 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 | 195.18 | cum | 704 ₹1.4 L | 701.89 ₹1.4 L | 700.5 ₹1.4 L |
| 6.00 | 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/ Lindane E.C. 20% with 1%. | 337.96 | SQM | 311.6 ₹1.1 L | 310.67 ₹1.0 L | 310.05 ₹1.0 L |
| 7.00 | 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. | 5.16 | CUM | 309.74 ₹1,598.26 | 308.81 ₹1,593.46 | 308.2 ₹1,590.31 |
| 8.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand): | 5.52 | CUM | 7,167.91 ₹39,566.86 | 7,146.41 ₹39,448.18 | 7,132.25 ₹39,370.02 |
| 9.00 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
Cement Mortar 1:6 (1 cement: 6 coarse sand). | 7.13 | Cum | 6,326.63 ₹45,108.87 | 6,307.65 ₹44,973.54 | 6,295.15 ₹44,884.42 |
| 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 : | 30.45 | CUM | 9,151.48 ₹2.8 L | 9,124.03 ₹2.8 L | 9,105.95 ₹2.8 L |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
24 Apr 2026, 5:00 pmClosed
Executive officer
kashipur
Park construction work
2026_NPGB1_94165_1
31/Ambedkar Park
Open Tender
Civil Works
gularbhoj
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Yes
EO Nagar Panchayat Gularbhoj
₹1.2 L
Yes
2 May 2026
11 Apr 2026
25 Apr 2026
11 Apr 2026
24 Apr 2026
11 Apr 2026
11 Apr 2026 - 18 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | Sqm | - | - |
| 2 | 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 lift upto 1.5 m, as directed by Engineer-in-charge | - | CUM | - | - |
| 3 | 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. | - | 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. | - | 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 | - | cum | - | - |
| 6 | 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%. | - | SQM | - | - |
| 7 | 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. | - | CUM | - | - |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand): | - | CUM | - | - |
| 9 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
Cement Mortar 1:6 (1 cement: 6 coarse sand). | - | Cum | - | - |
| 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 : | - | CUM | - | - |
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