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Tender Value
₹17.5 Cr
EMD Value
₹35 L
Closing Date
15 Jun 2026, 3:00 pm
Superintending Engineer
Office of the S.E., 8th circle. PWD, New Tehri
Reconstruction and improvement work of Narendranagar-Kinwani-Barkot-Pater-Kodar-Nir-Kui-Kyarki-Nirgaddu Waterfall motor road under Kumbh Mela-2027.
2026_pwd_95741_1
1899/03Cash-Tender-8/2026 Dated 16-05-2026
Open Tender
Civil Works - Roads
270 days
Narendranagar (T.G.)
As Per Tender Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
E.E. CD, PWD, Narendranagar
₹35 L
Office of the S.E., 8th circle. PWD, New Tehri
5 Jun 2026
5 Jun 2026
15 Jun 2026
5 Jun 2026
15 Jun 2026
8 Jun 2026
7 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earthwork in Hill Road (Hill Side Cutting/filling) Excavation in Hilly Area for widening/restoration of existing road including defect cutting in all types of soils and rocks with earth and boulders and blasting boulders met at site true to lines as per plan, x-section L-section camber superelevation as required , also including uprooting and cutting of bushes dressing of road surface to the required level and slopes with all lead lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means / manual means indicated in the drawing without damaging forest and forest land including slip clearance during hill site cutting as directed by engineer in charge. | 1 | One Job (L.S.) | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
| 2 | Disposal and Clearing of land slide in same Road Avg 4 Km distance as per directed by the Engineer in charge. | 7,834.16 | Cum | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
| 3 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications). GI wire 8 gauge BWG. | 1,262.25 | Cum | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
| 4 | 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. | 977.5 | Cum | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
| 5 | 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, Selected Earth 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 | 733.13 | Cum | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
| 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 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 | 1,973.11 | Cum | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
| 7 | 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. | 25,322.5 | Sqm | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
| 8 | Tack coat using VG-10 grade bitumen, over normal bituminous surfaces @0.35kg/sqm. | 50,596.88 | Sqm | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
| 9 | Bituminous Macadam
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD). with Bitumen VG-10 | 625.08 | Cum | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
| 10 | Semi - Dense Bituminous Concrete
(Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects). For GradingII (10 mm nominal size) | 312.55 | Cum | - | - | Plotting Cutting Line at site according to the alignment finalized in stage I, including complete as directed by the Engineer-in-charge. |
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