C/O link road from Tikkar to Thana in G.P. Didwin km 1/0 to 1/750

Amount

Earth work in excavation for all type of road structure such as retaining walls,breast walls,culverts,drains and parapets etcetera in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rocks,chiseling /wedging out of rock (where blasting is prohibited) as per drawing and technical specification clause 305.1 and as per direction of the Engineer-in-Charge including setting out, construction of shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto all lead and lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm (one hundred fifty millimetre) compacted thickness including shoring and strutting and pumping and bailing out water(surface and sub soil water) upto all depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-in-Charge and carriage of material within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying cement concrete for plain/reinforced concrete mechanical mix and vibrated in open foundation, retaining walls, wing walls, parapets etcetera like structures complete as per drawings nominal mix 1:5:10 (One cement : five sand : Ten crushed graded stone aggregate) 40mm (Forty millimetres) nominal size including cost of form work and curing complete as per MORD technical specification complete in all respect including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing weep holes in brick masonry / Stone masonry / plain/reinforced concrete in retaining walls, breast walls and the like with 110mm ( One hundred ten millimetre ) dia PVC pipe Finolex/ Supreme having pressure not less than 4.00 Kg/Cm² ( four kilogramm ) per centimetre square extending through the full width of the structure with slope of 1(V):20(H) ( one vertical : twenty horizontal ) towards drawing face complete as per draswing and MORD technical specification clause 614, 709, 1204.3.7 and as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Providing and laying mechanically mixed and vibrated M-10 (M-ten) cement concrete for plain cement concrete 20mm (Twenty millimetre) nominal size agreegate in open foundation, Toe walls, drain of all type of structure complete in or under water and curing complete including pumping or bailing out water, dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths including the cost of form work as per drawing and technical specification clauses 802,803,1202 and 1203 as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Loosening of the ground upto a level of 300 mm ( three hundred milimetre) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 and as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto all leads and lifts and spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 for Grading-I materials as per direction of Engineer-in-Charge including entire carriage of material within all leads and lifts and other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

Construction of roller compacted concrete pavement (RCCP) of M-30 (M-Thirty) grade design mix with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm (Twenty five millimetre) with minimum cement content not less than 400kg per cum (Four hundred kilogram per cubic metre), aggregate gradation to be as per table 602.2 after blending, mixing the concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pan or with mechanical paver, compacting with 80-100 KN smooth wheel, tandem vibratory roller to achieve the designed flexural strength, finishing and curing as per MoRD drawing and technical specification clause 1502 including entire carriage of materials in all leads and lifts as per the direction of Engineer-in-Charge and other incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.

ashok Thakur

AMAN SHARMA GOVT.CONTRACTOR

Surjeet Kumar

sonam soni

Anil Chandel