Under the State Plan (Chief Minister Announcement No. 265/2023) Improvement and metalling work of Dunikhal to Ratighat (Padali) motor road in Nainital Assembly Constituency of Nainital district.
Public Works Department, 2nd Circle, Nainital · Nainital, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹21.7Cr
- EMD: ₹44.0L
- Published: 30 Oct 2026
- Closing date: 25 Nov 2026
- Status: open
- Status as of: 05 Nov 2026 08:16 UTC
- Department: Public Works Department of Uttarakhand
- Office: Office of Superintending Engineer, 2nd Circle PWD Nainital
Description
Improvement and metalling of the Dunikhal to Ratighat (Padali) motor road in Nainital district under the State Plan. Estimated cost is Rs. 2173.60 lakh including GST, with a 12-month completion period. National competitive procurement through a single-stage, two-envelope process.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Item Rate
- Make in India (MII): No
- MSE preference: No
Line items (15)
- Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by p r o v i d i n g w e l l g r a d e d m a t e r i a l , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (For Grading I Material) — Qty: 15534.29 Cum
- Wet Mix Macadam P r o v i d i n g , l a y i n g , s p r e a d i n g a n d compacting graded stone aggregate to w e t m i x m a c a d a m s p e c i f i c a t i o n including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub- base/ base course on a w e l l prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density i n c l u d i n g l i g h t i n g , b a r r i c a d i n g a n d maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (By Mechanical Means with 1 km lead) — Qty: 8848.47 Cum
- 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) — Qty: 3045 Cum
- 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. — Qty: 3864.25 Sqm
- Road Studs / Cat Eye: Providing and fixing of single mould twin shank reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate/ ABS moulded body and reflective panels with m i c r o p r i sm a t i c l e n s c a p a b l e o f providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. --------------------- values specified in table 1 of MORTH Section 8 0 0 p a g e n o . 3 5 3 a n d s h o u l d accompany two year warranty for satisfactory field performance from the manufacturer. (detailed language as per estimate) — Qty: 2256 No
- Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to c e n t r e , 1 . 8 m h i g h , 1 . 1 m b e l o w ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) — Qty: 5510 Rmt
- 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 — Qty: 2475 Cum
- 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 — Qty: 4950 Cum
- Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3 . 9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). — Qty: 368 No
- Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. — Qty: 61407.5 Sqm
- Tack coat using VG-10 grade bitumen. Over granular surfaces treated with primer @ 0.40 kg/sqm — Qty: 61407.5 Sqm
- Tack coat using VG-10 grade bitumen. O v e r n o r m a l b i t u m i n o u s s u r f a c e s @0.35kg/sqm, — Qty: 61407.5 Sqm
- Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of s p e c i f i e d g r a d i n g , p r e m i x e d w i t h bituminous binder @ 4.25% by weight o f t o t a l m i x o f m i x a n d f i l l e r , 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 r o l l e r s t o a c h i e v e t h e d e s i r e d compaction as per MoRTH specification c l a u s e N o . 5 0 7 c o m p l e t e i n a l l respects. Grading II - 26.5mm nominal size — Qty: 3070.38 Cum
- P r o v i d i n g a n d l a y i n g B i t u m i n o u s Concrete with the use of batch type hot mix plant using crushed aggregates of s p e c i f i e d g r a d i n g , p r e m i x e d w i t h 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.Grading- II (bituminous binder @ 5.4 % of mix). — Qty: 1842.23 Cum
- Co n st r u c t i o n o f Em b a n k m e n t with M a t e r i a l O b t a i n e d f r o m R o a d w a y Cutting — Qty: 28584 Cum
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