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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹49.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹50.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹50.5 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹52.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹52.3 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹55.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹55.3 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹55.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹55.9 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Ganesh Datt Pant L3 | Bhuwan Chandra Pandey L5 | surendra singh L7 | JAI MAA SARASWATI CONSTRUCTION L4 | Kailash Singh Adhikari L2 | Anil singh bohra L6 | Surendra Singh Belwal L8 | Nandan Singh Singwal L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||||||||||
| 1.00Construction of Retaining walls and breast walls | |||||||||||
| 1.01 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 168.14 | Cum. | 200 ₹33,628 | 350 ₹58,849 | 100 ₹16,814 | 300 ₹50,442 | 300 ₹50,442 | 290 ₹48,760.6 | 360 ₹60,530.4 | 10 ₹1,681.4 Lowest |
| 1.02 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 240.82 | Cum. | 1,900 ₹4,57,558 | 1,950 ₹4,69,599 | 2,000 ₹4,81,640 | 1,825 ₹4,39,496.5 | 1,500 ₹3,61,230 Lowest | 2,100 ₹5,05,722 | 2,000 ₹4,81,640 | 1,700 ₹4,09,394 |
| 1.03 | 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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 72.63 | Cum. | 3,200 ₹2,32,416 | 3,650 ₹2,65,099.5 | 3,500 ₹2,54,205 | 3,300 ₹2,39,679 | 3,050 ₹2,21,521.5 Lowest | 3,200 ₹2,32,416 | 3,600 ₹2,61,468 | 3,900 ₹2,83,257 |
| 1.04 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 61.54 | Cum. | 700 ₹43,078 | 800 ₹49,232 | 500 ₹30,770 | 800 ₹49,232 | 300 ₹18,462 | 750 ₹46,155 | 1,010 ₹62,155.4 | 10 ₹615.4 Lowest |
| 1.05 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two dia phragm sat 1minterval, having mesh opening 100mm x120mm, mesh wire dia meter 3mm for gabions, edge/selvedge wire diameter 3.9mm and lacing wire diameter 2.2mm. (The work includes filling boulders in the gabions). | 30 | No. | 7,500 ₹2,25,000 | 8,000 ₹2,40,000 | 7,000 ₹2,10,000 | 7,000 ₹2,10,000 | 5,000 ₹1,50,000 Lowest | 7,800 ₹2,34,000 | 7,500 ₹2,25,000 | 6,371 ₹1,91,130 |
| 2.00Construction of Kuchcha and pucca drains | |||||||||||
| 2.01 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 | 750 | Rmt. | 5 ₹3,750 Lowest | 18 ₹13,500 | 15 ₹11,250 | 16.19 ₹12,141 | 10 ₹7,500 | 15 ₹11,250 | 18 ₹13,500 | 19 ₹14,250 |
| 2.02 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 24.5 | Cum. | 200 ₹4,900 | 350 ₹8,575 | 200 ₹4,900 | 300 ₹7,350 | 300 ₹7,350 | 290 ₹7,105 | 355 ₹8,697.5 | 9 ₹220.5 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
17 Aug 2026, 11:00 amClosed
Executive Engineer
Provincial Division PWD Almora
improvement and damrikaran in kakrighat dwarso mr to Highschool Naugaon motor road
2026_pwd_98319_1
2397/nivida 2398/nivida date 27-07-2026
Open Tender
Civil Works - Roads
Item Rate
180 days
kakrighat
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE PD PWD ALMORA
₹1.5 L
21 Aug 2026
31 Jul 2026
17 Aug 2026
31 Jul 2026
17 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Retaining walls and breast walls | |||||
| 1.01 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 168.14 | Cum. | - | - |
| 1.02 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 240.82 | Cum. | - | - |
| 1.03 | 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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 72.63 | Cum. | - | - |
| 1.04 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 61.54 | Cum. | - | - |
| 1.05 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two dia phragm sat 1minterval, having mesh opening 100mm x120mm, mesh wire dia meter 3mm for gabions, edge/selvedge wire diameter 3.9mm and lacing wire diameter 2.2mm. (The work includes filling boulders in the gabions). | 30 | No. | - | - |
| 2Construction of Kuchcha and pucca drains | |||||
| 2.01 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 | 750 | Rmt. | - | - |
| 2.02 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 24.5 | Cum. | - | - |
| 2.03 | Stone masonry in cement morar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry in cement mortar (1:5) | 16.7 | Cum. | - | - |
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