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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.1 LAccepted-AOC | ₹35.1 L | L1 | Accepted-AOC AOC Awarded duto Lowest Quoted Rate L1 |
| 2 | L2₹35.2 LRejected-AOC 0 1 | ₹35.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹35.3 LRejected-Finance | ₹35.3 L | L3 | Rejected-Finance Reject Highest Quoted Rate L3 |
| Sl No | Description | Qty | Unit | GIRISH CHANDRA BHATT L1 | M/S SATISH CHANDRA JOSHI CONTRACTOR L2 | Rajendra singh jalal L3 |
|---|---|---|---|---|---|---|
| 1.00 | 2-5 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
2-5-1 By Manual Means
2-5-1-B Cement Concrete | 67.2 | Cum | 680 ₹45,696 | 689 ₹46,300.80 | 690.3 ₹46,388.16 |
| 2.00 | 11-1 Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing ofsides and bottom and backfilling in trenches with excavated suitable material. 11-1-1 Ordinary soil 11-1-1-1 Upto 3 m depth | 490.65 | Cum | 450 ₹2.2 L | 458 ₹2.2 L | 459.61 ₹2.3 L |
| 3.00 | 4-11 Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal Construction of granular sub-base by providing local materialspreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at once and compacting with smooth wheel roller toachieve the desired density complete as per Clause 401.4 as per TechnicalSpecification Clause 408. 4-11-2 Using Gravel mix soil | 327.1 | Cum | 1,470 ₹4.8 L | 1,487 ₹4.9 L | 1,488.68 ₹4.9 L |
| 4.00 | 11-4 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
11-4-1 P.C.C grade M 10
11-4-1-1 Nominal mix 1:3:6 | 163.55 | Cum | 6,950 ₹11.4 L | 6,964 ₹11.4 L | 6,965.65 ₹11.4 L |
| 5.00 | 12-1 Brick masonry work in cement mortar in substructure complete excepting pointingand plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204 12-1-3 In 1:5 cement mortar | 24.6 | Cum | 7,410 ₹1.8 L | 7,435 ₹1.8 L | 7,436.95 ₹1.8 L |
| 6.00 | 6-7 Interlocking Concrete Block Pavement 6-7-1 Providing and Laying of Interlocking Concrete Block (M-35) Pavements havingthickness 80 mm as per drawings and Technical Specification Clause 1504. | 1,635.5 | Sqm | 882 ₹14.4 L | 883 ₹14.4 L | 884.17 ₹14.5 L |
Tender Value
₹35.3 L
EMD Value
₹70,540
Closing Date
15 Apr 2026, 2:00 pmClosed
Executive Officer
Nagar Palika Parishd kaladhungi
Installation of interlocking tiles along the PWD road from Udham Singh Park to Devendra Singh Mongolia residence in Ward No 6
2026_NPKD1_93699_1
711
Open Tender
Civil Works
60 days
ward n 6 kaldhungi
as per tender documents
3 documents required · 3 mandatory
₹2,950
EO, Nagar Palika Parishad Kaladhungi
₹70,540
4 May 2026
1 Apr 2026
16 Apr 2026
6 Apr 2026
15 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 2-5 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other
structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
2-5-1 By Manual Means
2-5-1-B Cement Concrete | - | Cum | - | - | itemH1Code1 |
| 2 | 11-1 Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal ofstumps and other deleterious material and disposal upto a lead of 50 m, dressing ofsides and bottom and backfilling in trenches with excavated suitable material. 11-1-1 Ordinary soil 11-1-1-1 Upto 3 m depth | 1 | Cum | - | - | code1.02 |
| 3 | 4-11 Granular sub-base/base/surface course with local materials (Table 400.13) by mix inplace method normal Construction of granular sub-base by providing local materialspreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at once and compacting with smooth wheel roller toachieve the desired density complete as per Clause 401.4 as per TechnicalSpecification Clause 408. 4-11-2 Using Gravel mix soil | - | Cum | - | - | itemH1Code2 |
| 4 | 11-4 Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
11-4-1 P.C.C grade M 10
11-4-1-1 Nominal mix 1:3:6 | - | Cum | - | - | itemH1Code3 |
| 5 | 12-1 Brick masonry work in cement mortar in substructure complete excepting pointingand plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204 12-1-3 In 1:5 cement mortar | - | Cum | - | - | itemH1Code4 |
| 6 | 6-7 Interlocking Concrete Block Pavement 6-7-1 Providing and Laying of Interlocking Concrete Block (M-35) Pavements havingthickness 80 mm as per drawings and Technical Specification Clause 1504. | - | Sqm | - | - | itemH1Code5 |
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