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| 1 | Excavation insoil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5m and lead upto 20mand disposal of surplus material as per direction of engineer - in - charge,Clause 1603.1 (for passing places) |
| 2 | Construction of 1 m span scupper of RR 1:6 abutment, RCC slab as per attached drawing including supply ofall materials, labour,T&P etc required for proper completion of the work. Sr. No. 97532, 16-12-2 |
| 3 | WBM Grading 1Providing, laying, spreading & compaction of stone aggregates ofspecific sizes to WBM specifications including spreading in uniformthickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming, crushable screening to fill up the intristices of coarse aggregates,watering compacting to the required density. Grading 1as per Technical Specification Clause 404. Sl.No. 10961 By Manual Means (45-90 mm size) Sr. No. 97020, 4-20-1 |
| 4 | WBM Grading 2Providing, laying, spreading & compaction of stone aggregates ofspecific sizes to WBM specifications including spreading in uniformthickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming, crushable screening to fill up the intristices of coarse aggregates,watering compacting to the required density. Grading 1as per Technical Specification Clause 405. Sl.No. 10961 By Manual Means (45-63 mm size) Sr. No. 97021, 4-20-2 |
| 5 | WBM Grading 3Providing, laying, spreading & compaction of stone aggregates ofspecific sizes to WBM specifications including spreading in uniformthickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming, crushable screening to fill up the intristices of coarse aggregates,watering compacting to the required density. Grading 1as per Technical Specification Clause 405. Sl.No. 10961 By Manual Means (22.4-53 mm size) Sr. no. 97022, 4-20-3 |
| 6 | Low PorosityProviding 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 kg/sqm using mechanical means as per Technical Specification Clause 502. Sr. No. 97025, 5-1-3 |
| 7 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Sr. no. 97033, 5-2-5 |
| 8 | 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. By Mechanical Means 20mm thick OGPC using Bitumen VG-10 Sr. No. 97081, 5-9-1-1 |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510. By Mechanical Means Bitumen VG-10 Sr. no. 97112-12-A-A-1 |
| 10 | 5th Kilometre Stone (precast)Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in positionincluding painting and printing, etc as per drawing and Technical Specification Clause 1703 Sr. No. 97291, 10-10-i |
| 11 | Ordinary Kilometre Stone (precast)Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in positionincluding painting and printing, etc as per drawing and Technical Specification Clause 1703 Sr. No. 97291, 10-10-ii |
| 12 | 200 m Stone (precast)Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in positionincluding painting and printing, etc as per drawing and Technical Specification Clause 1703 Sr. No. 97291, 10-10-iii |
| 13 | Cement plum Masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. (As per drawings and technical PWD Uttarakhand specifications) SR. No. 97517 16-7 |
| 14 | Patri filling with local soil with coolie walling after laying of soling coat including supply of material, labour and T&P etc required for proper completion of the work. |
| 15 | Patri filling with local soil with coolie walling after laying of inter coat including supply of material, labour and T&P etc required for proper completion of the work. |
| 16 | Patri filling with local soil with coolie walling after laying of top coat including supply of material, labour and T&P etc required for proper completion of the work. |
