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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 CrAccepted-Finance | ₹8.1 Cr | L1 | Accepted-Finance L1 Bidder Accepted |
| 2 | L2₹8.6 Cr+₹49.0 L (6.03%)Accepted-Finance PADAM PUR COLONY LINK ROAD PITHORAGARH UTTARAKHAND | ₹8.6 Cr+₹49.0 L (6.03%) | L2 | Accepted-Finance L2 Bidder |
| Sl No | Description | Qty | Unit | K M Engineering and Construction L2 | DEVKI NANDAN JOSHI L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 553.44 | Cum | 443.3 ₹2,45,339.95 | 440 ₹2,43,513.6 Lowest |
| 2.00 | 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 for proper completion of the work.(Based on PWD specifications) | 75.68 | Cum | 5,665.7 ₹4,28,780.18 | 5,650 ₹4,27,592 Lowest |
| 3.00 | By Mix in Place MethodConstruction of granular sub-base by providing wellgraded material, spreading inuniform layers with motor grader on prepared surface, mixing by mix in place methodwith rotavator at OMC, and compacting with smooth wheel roller to achieve thedesired density, complete as per Technical Specification Clause 401 For Grading III Material | 386 | Cum | 2,005.6 ₹7,74,161.6 | 2,000 ₹7,72,000 Lowest |
| 4.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. | 1,772.08 | Cum | 4,328 ₹76,69,562.24 | 4,325 ₹76,64,246 Lowest |
| 5.00 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 | 22.72 | Cum | 8,183.5 ₹1,85,929.12 | 8,180 ₹1,85,849.6 Lowest |
| 6.00 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 120 | 2.83 | ton | 67,179.1 ₹1,90,116.85 | 67,100 ₹1,89,893 Lowest |
| 7.00 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam
speci fication including premixing the material with water at OMC in mechanical mixer (Pug
Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of
diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
(By Mechanical Means with 1 km lead) | 30.81 | cum | 2,309.3 ₹71,149.53 | 2,305 ₹71,017.05 Lowest |
| 8.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full
width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 338 | mtr | 196.4 ₹66,383.2 | 195 ₹65,910 Lowest |
| 9.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having
thickness 80 mm as per drawings and Technical Specification Clause 1504. | 2,900 | Sqm | 1,014.6 ₹29,42,340 | 1,014 ₹29,40,600 Lowest |
| 10.00 | Excavation in Hilly Areas in Soil by manual means. Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 | 3,700 | Cum | 127.2 ₹4,70,640 | 127 ₹4,69,900 Lowest |
Tender Value
₹8.6 Cr
EMD Value
₹17.2 L
Closing Date
13 Jul 2026, 6:00 pmClosed
Nagar Aayukut Nagar Nigam Pithoragarh
Nagar Aayukut Nagar Nigam Pithoragarh
Construction of Devbhoomi Rajat Jayanti Park
2026_NPPP_96837_1
323 Dated 05-06-2026
Open Tender
Civil Works - Buildings
Item Rate
720 days
Pithorgqarh
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,900
Account Officer Nagar Nigam Pithoragarh
₹17.2 L
Nagar Aayukut Nagar Nigam Pithoragarh
10 Aug 2026
20 Jun 2026
17 Jul 2026
20 Jun 2026
13 Jul 2026
20 Jun 2026
2 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 553.44 | Cum | 444.3 | ₹2,45,893.39 |
| 2 | 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 for proper completion of the work.(Based on PWD specifications) | 75.68 | Cum | 5,665.7 | ₹4,28,780.18 |
| 3 | By Mix in Place MethodConstruction of granular sub-base by providing wellgraded material, spreading inuniform layers with motor grader on prepared surface, mixing by mix in place methodwith rotavator at OMC, and compacting with smooth wheel roller to achieve thedesired density, complete as per Technical Specification Clause 401 For Grading III Material | 386 | Cum | 2,005.6 | ₹7,74,161.6 |
| 4 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. | 1,772.08 | Cum | 4,328 | ₹76,69,562.24 |
| 5 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 | 22.72 | Cum | 8,183.5 | ₹1,85,929.12 |
| 6 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 120 | 2.83 | ton | 67,179.1 | ₹1,90,116.85 |
| 7 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam
speci fication including premixing the material with water at OMC in mechanical mixer (Pug
Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of
diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
(By Mechanical Means with 1 km lead) | 30.81 | cum | 2,309.3 | ₹71,149.53 |
| 8 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full
width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 338 | mtr | 196.4 | ₹66,383.2 |
| 9 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having
thickness 80 mm as per drawings and Technical Specification Clause 1504. | 2,900 | Sqm | 1,014.6 | ₹29,42,340 |
| 10 | Excavation in Hilly Areas in Soil by manual means. Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 | 3,700 | Cum | 127.2 | ₹4,70,640 |
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