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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.7 LAccepted-AOC | ₹69.7 L | L1 | Accepted-AOC AOC Awarded to L1 |
| 2 | L2₹70.0 LRejected-AOC | ₹70.0 L | L2 | Rejected-AOC been L2 |
| 3 | L3₹70.4 LRejected-Finance 0 1 | ₹70.4 L | L3 | Rejected-Finance Reject Highest Quoted Rate |
| Sl No | Description | Qty | Unit | Mohd Javed L1 | M/S SATISH CHANDRA JOSHI CONTRACTOR L3 | Mohd Jaki L2 |
|---|---|---|---|---|---|---|
| 1.00 | 2-15 Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 61.2 | Cum | 1,709 ₹1.0 L | 1,945 ₹1.2 L | 1,709 ₹1.0 L |
| 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 | 475.11 | Cum | 459 ₹2.2 L | 458 ₹2.2 L | 459 ₹2.2 L |
| 3.00 | 11-2 Fillling in foundation trenchesasperdrawingand technical specificationClause
305.3.9
11-2-1 Sand filling
11-2-2 Earth filling (For marshy soil) | 634.96 | Cum | 295 ₹1.9 L | 294 ₹1.9 L | 295 ₹1.9 L |
| 4.00 | 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 completes as per Clause 401.4 as per TechnicalSpecification Clause 408. 4-11-2 Using Gravel mix soil | 233.04 | Cum | 6,900 ₹16.1 L | 6,960 ₹16.2 L | 6,965 ₹16.2 L |
| 5.00 | 11-4 Providing concrete for plain/ reinforced concrete in open foundations complete asper 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 | 229.34 | Cum | 1,400 ₹3.2 L | 1,486 ₹3.4 L | 1,400 ₹3.2 L |
| 6.00 | 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 | 112.99 | Cum | 7,436 ₹8.4 L | 7,435 ₹8.4 L | 7,436 ₹8.4 L |
| 7.00 | 12-3 Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as pertechnical specification Clauses 613.4 & 1204 | 743.72 | Sqm | 246 ₹1.8 L | 245 ₹1.8 L | 246 ₹1.8 L |
| 8.00 | 12-5 Plain/reinforced cement concrete in substructure complete as per drawings and
technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(For height upto 5 m)
12-5-1 P.C.C grade M 15
12-5-1-1 Nominal mix (1:2.5:5)
12-5-1-2 Nominal mix 1:2.5:5 (Hand mixing) 12-5-2 P.C.C. grade M 20
12-5-2-1 Nominal mix (1:2:4) | 283.37 | Cum | 8,000 ₹22.7 L | 8,090 ₹22.9 L | 8,050 ₹22.8 L |
| 9.00 | 4-7 Water Bound Macadam Sub-base/base
4-7-1 WBM Grading 1
Providing, laying, spreading and compacting stone aggregates of specific sizes
to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. 4-7-1-A By Manual Means | 377.83 | Cum | 3,121 ₹11.8 L | 3,120 ₹11.8 L | 3,121 ₹11.8 L |
| 10.00 | 12-5 Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
(For height upto 5 m)
12-5-3 R.C.C grade M 20 | 4.4 | Cum | 8,595 ₹37,818 | 8,590 ₹37,796 | 8,595 ₹37,818 |
Tender Value
₹70.5 L
EMD Value
₹1.4 L
Closing Date
17 Jan 2026, 2:00 pmClosed
Executive Officer
Nagar Palika Parishd kaladhungi
Construction of a CC road in Ward No 7 from the PWD road to Manish Joshi house up to the irrigation departments canal
2026_NPKD1_90503_1
549
Open Tender
Civil Works - Roads
180 days
ward n-7 kaladhungi
as per tender documents
3 documents required · 3 mandatory
₹4,720
EO, Nagar Palika Parishad Kaladhungi
₹1.4 L
9 Feb 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
17 Jan 2026
12 Jan 2026
2-15 Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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
11-2 Fillling in foundation trenchesasperdrawingand technical specificationClause 305.3.9 11-2-1 Sand filling 11-2-2 Earth filling (For marshy soil)
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 completes as per Clause 401.4 as per TechnicalSpecification Clause 408. 4-11-2 Using Gravel mix soil
11-4 Providing concrete for plain/ reinforced concrete in open foundations complete asper 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
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
12-3 Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as pertechnical specification Clauses 613.4 & 1204
12-5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) 12-5-1 P.C.C grade M 15 12-5-1-1 Nominal mix (1:2.5:5) 12-5-1-2 Nominal mix 1:2.5:5 (Hand mixing) 12-5-2 P.C.C. grade M 20 12-5-2-1 Nominal mix (1:2:4)
4-7 Water Bound Macadam Sub-base/base 4-7-1 WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404. 4-7-1-A By Manual Means
12-5 Plain/reinforced cement concrete in substructure complete as per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) 12-5-3 R.C.C grade M 20
12-6 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
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