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Tender Value
Refer Docs
EMD Value
₹2.4 L
Closing Date
18 Sept 2026, 5:00 pm
Executive Engineer PM.G.S.Y. Div. P.W.D Karanpraya
Executive Engineer PM.G.S.Y. Div. P.W.D Karanprayag, Chamoli
Improvement of Lakhi To Sarpaani Motor Road under Nanda Devi Rajjat Yatra
2026_URRDA_90559_1
NIT971_29122025
Open Tender
Civil Works
Item Wise
180 days
nandanagar (ghaat)
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer PMGSY Division PWD Karanpnrayag
₹2.4 L
18 Sept 2026
3 Jan 2026
19 Sept 2026
5 Jan 2026
18 Sept 2026
5 Jan 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 MORD Specifiction | - | Cum | 469.2 | - |
| 2 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 1 | Cum | 4,828.7 | ₹4,823.87 |
| 3 | 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 | 1 | Cum | 2,476.6 | ₹2,474.12 |
| 4 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | - | Cum | 4,567.1 | - |
| 5 | 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) | - | Cum | 1,126.8 | - |
| 6 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and
lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | - | Nos | 9,008.8 | - |
| 7 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in
place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 1 | Cum | 1,495.2 | ₹1,493.7 |
| 8 | WBM Grading 2
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, crushable screening to fill-up
the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Mechanical Means | - | Cum | 2,415.9 | - |
| 9 | 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 | - | Cum | 2,337.5 | - |
| 10 | Prime Coat Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared
surface of granular base including cleaning of road surface and spraying primer
at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical
Specification Clause 502 | - | Sqm | 43.2 | - |
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