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Tender Value
₹2.3 Cr
EMD Value
₹4.8 L
Closing Date
28 Jul 2026, 3:00 pm
Superintending Engineer
Office of the S.E., 8th circle. PWD, New Tehri
Improvement and Bituminous work Gunogi Bamund to Chamba Bahera motor road (from km 01 to 04) in the Tehri constituency of district Tehri Garhwal under CM Goshana No. 25/2025.
2026_pwd_97234_1
2598/02Cash-Tender-8/2026 Dated 29-06-2026
Open Tender
Civil Works - Roads
365 days
Chamba (Tehri Garhwal)
As Per Tende Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
EE, CD, PWD, Chamba (T.G.)
₹4.8 L
Office of the S.E., 8th circle. PWD, New Tehri
4 Jul 2026
4 Jul 2026
29 Jul 2026
4 Jul 2026
28 Jul 2026
10 Jul 2026
9 Jul 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 | 310.91 | Cum | - | - |
| 2 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 828.11 | Cum | - | - |
| 3 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 891 | Cum | - | - |
| 4 | Earth work in filling with local soil E&B for making proper patri filling including ramming watering dressing the surface to the required level & slope also including supply of all labour material T&P etc required for proper completion of patri filling after GSB inter & top coat as per specification on the both side of pavement. | 3,885.75 | Cum | - | - |
| 5 | 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 | 240 | Cum | - | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 119.81 | Cum | - | - |
| 7 | 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.By Mechanical Means | 1,626.59 | Cum | - | - |
| 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 | 1,121.46 | Cum | - | - |
| 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 | 1,121.46 | Cum | - | - |
| 10 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means. | 14,952.94 | Sqm | - | - |
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