Improvement of remaining work at Ghorakhal-Dhulai Motor Road in Nainital District Under State Sector (OTM)

Amount

Interlocking Concrete Block Pavement 6-7-1 Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical secification clause 405, as directed by engineer in charge, including supply of all materials, labour, T&P & royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications)

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfacestreated with primer & cleaned with Hydraulic broom as per Technical SpecificationClause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modifiedbitumen) 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.Case - II By Mechanical Means Bitumen (VG-10)

Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specifiedlevels, grade and cross fall using Type B as per Technical SpecificationClause 510 Case - II : Type B Bitumen (VG-10)

Excavation in foundation in all type of soil and rock as met at site of work including lead and lift and disposal of suplus earth as directed by engineer incharge, including supply of all materials, labour, T&P & royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications)

Providing and laying plain concrete M-10 (Nominal mix 1:3.6) in levelling course below open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, including supply of all materials, labour, T&P & royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications)

Random rubble masonary laid dry in breast wall, retaining wall etc, including supply of all materials, labour, T&P & royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications)

Excavation in foundation in all type of soil and rock as met at site of work including lead and lift and disposal of suplus earth as directed by engineer incharge, including supply of all materials, labour, T&P & royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications)

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 Clauses702, 704, 1202 & 1203 of MORD Specifiction

Hand packed stone filling in back of breast walls, retaining walls scuppers, etc, including supply of all materials, labour, T&P & royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications)

Providing and fixing Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and technical specification Clause 1703 and as directed by engineer in charge, including supply of all materials, labour, T&P & royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications)

Providing and fixing 200 m stone (precast) hecto metre Stone Reinforced cement concrete M15 grade stone of standard design drawing and fixing in position including painting and printing etc Technical Specification Clause 1703 and as directed by engineer in charge, including supply of all materials, labour, T&P & royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications)

Surface Drains in Ordinary RockConstruction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as perapproved design and Technical Specification Clause 307. Excavated material to be used in embankment at site Mechanical Means 3-19-2-B

Construction of Parapets plum concrete with 40% plum (approved stone or maximum size 200 mm) & 60% 1:2:4 cement concrete and with base P.C.C. M10, including supply of all materials, labour, T&P & royalty and all other taxes etc required for proper completion of the work. (As per PWD Uttarakhand specifications) as per drawing wide letter no. CEK No. 3812/17 M-K/08 dated 10/04/2011 as directed by engineer in charge.)

TRIPTIVO ENTERPRISES PVT LTD (BID ID -397592)