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Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
10 Oct 2026, 3:00 pm
Superintending Engineer
Office of the S.E., 8th circle. PWD, New Tehri
Under Kumbh Mela 2027 Improvement and surface laying by BC (Bituminous Concrete) on Natraj BhadrKali motor road from km 0.00 and km 2.70 (total length 2.70 ) in the Narendranagar constituency of District Tehri Garhwal.
2026_pwd_100633_1
4071/03Cash-Tender-8/2026 Dated 09-09-2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Narendranagar (T.G.)
As Per Tender Notice, Technical Bid and BOQ
2 documents required · 2 mandatory
₹5,900
E.E. CD, PWD, Narendranagar
₹4.1 L
Office of the S.E., 8th circle. PWD, New Tehri
26 Sept 2026
26 Sept 2026
12 Oct 2026
26 Sept 2026
10 Oct 2026
30 Sept 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Tack coat using VG-10 grade bitumen Over normal bitumenous surface @0.35kg/sqm, | 21,210.5 | Sqm | - | - |
| 2 | 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) | 127.26 | Cum | - | - |
| 3 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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. 509 complete in all respects for Grading-I (bituminous binder @ 5.2 % of mix ) | 636.31 | Cum | - | - |
| 4 | Solar Road Studs:
Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications. | 1,000 | No. | - | - |
| 5 | Road Delineators / Vertical Guide Posts:
Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic nonmetallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandalproof. Including all test report and warranties as per IRC 67 and IRC 79. | 820 | No. | - | - |
| 6 | Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 1,032 | Sqm | - | - |
| 7 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 By Manual Means Bituminous Courses | 29.4 | Cum | - | - |
| 8 | 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 | 11.25 | Sqm | - | - |
| 9 | 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 | 67.5 | Cum | - | - |
| 10 | 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 | 38.44 | Sqm | - | - |
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