Construction work of the road was carried out by P.C. at Ganpati Vihar, Karayal Jaulasal in the Kaladhungi assembly constituency of Nainital district by Shri Vinod Goswami, Ramesh Joshi Under State sector

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulder swith approved material obtained from borrow pits with all lifts and leads , transporting to site, spreding, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1

Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material ,preading 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 II Material

WBM Grading 2 Providing , laying , spreadingand 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

Water Bound Macadam with Crushable Screenings WBM Grading 3 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 c o m p a c t i n g s t o n e a g g r e g a t e s o f 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 c o a r s e a g g r e g a t e , w a t e r i n g a n d compacting to the required density G r a d i n g 3 a s p e r T e c h n i c a l Specification Clause 405. By Mechanical Means

Tack Coat Providing and applying tack coat with 2,625.00 13.50 35,437.50 Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20mm thick Ope n - G r a d e d P r e m i x 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 wear in g c o u r s e o n a p r e v i o u s l y 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 Bitmen VG 30

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 By Mechanical Means Case - II : Type B Bitumen (VG-30)

Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres)

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth

Providing concrete for plain/ reinforced concrete in open foundations complete a s p e r d r a w i n g s a n d t e c h n i c a l specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6