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Tender Value
Refer Docs
EMD Value
₹1.6 L
Closing Date
23 Jun 2026, 2:00 pm
E.E., C.D., P.W.D., Nainital
Office of the E.E., C.D., P.W.D., Nainital
Mettling work in Km. 3 to 6 by P.C. of Sheetla Chotala motor road under State Sector
2026_pwd_96415_1
1200_12AC_dt. 05-06-2026
Open Tender
Civil Works - Roads
180 days
Nainital
As per attached Condition
2 documents required · 2 mandatory
₹4,720
E.E., Construction Division, P.W.D., Nainital
₹1.6 L
8 Jun 2026
8 Jun 2026
23 Jun 2026
8 Jun 2026
23 Jun 2026
8 Jun 2026
8 Jun 2026 - 23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 MOR | 158.99 | Cum | 409.8 | ₹65,154.1 |
| 2 | 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 | 314.8 | Cum | 2,204.1 | ₹6,93,850.68 |
| 3 | 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) | 37.13 | Cum | 1,050.5 | ₹39,005.07 |
| 4 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin-charge. (As per PWD Uttarakhand specifications) | 64.07 | cum | 1,522.6 | ₹97,552.98 |
| 5 | 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.(As per PWD Uttarakhand specifications) | 65.63 | cum | 3,965.6 | ₹2,60,262.33 |
| 6 | WBM Grading 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Mechanical Means | 45.61 | cum | 2,789.2 | ₹1,27,215.41 |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 16,500 | Sqm | 11.9 | ₹1,96,350 |
| 8 | 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 | 16,500 | Sqm | 180.7 | ₹29,81,550 |
| 9 | Seal Coat with Emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 | 16,500 | Sqm | 76.3 | ₹12,58,950 |
| 10 | 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.Mechanical Means | 4,000 | Per Rmt | 19 | ₹76,000 |
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