R/R Damages on Longni to Sajao Piplu Road Km 0/0 to 5/0

Earth work in excavation for all type of road structure such as retaining walls, breast walls, culverts, drains and parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rocks, chiseling/wedging out of rocks (where blasting is prohibited) as per drawings 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 leads 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 any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer-in-Charge and carriage of material within all leads and lifts and other incidentals The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performanec of this contract..

Providing concrete for plain/reinforced concrete mechanically mixed and vibrated in open foundation retaining walls, breast walls etcetra complete as per drawings and MORD technical specfications 2014 clause 800 and 1200 nominal mix 1:5:10 (One cement isto five sand istoTen graded crushed stone aggregate) 40mm (Forty millimetre) nominal size including cost of form work and curing complete without plum as per HPPWD specification 2014 clause complete in all respect including entire carriage of materials within all leads and lifts and other incidentals. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performanec of this contract.

Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in drains and open foundation for all type of structures complete of plain cement concrete nominal mix 1:3:6 (One cement : three sand : six graded crushed stone aggregate 40 (forty) millimetres ) on ground 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 drawings and MORD technical specification2014 clause 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 excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performanec of this contract.

Stone soling properly hand packed filling interstices with kharanja stone and consolidating complete to the requested gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD. specification. 100mm (one hundred millimetre)spread thickness (finished workincluding materials and labour) including the hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performanec of this contract.

Providing weep holes in brick masonry / Stone masonry / plain/reinforced concrete in abutment retaining walls, breast walls and the like with 100mm ( One hundred 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 drawing and technical specification 2014 clause 614,709,1204.3.7 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer- in-chrage. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performanec of this contract.

Back filling behind abutment , wing walls and return walls complete as per drawings and MORD technical specification 2014 Clause 1204.3.8. with Granular Material and as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performanec of this contract..

Construction of un-reinforced and construction joint only, plain cement concrete pavement in 1:1.5:3 (one cement : one and half sand : three graded stone aggregate 20 mm ( Twenty millimetre)nominal size), thickness as per design, over a prepared sub base, with 43 ( Forty three) grade cement or any other type as per Clause 1501.2.2 to be ensure minimum strength of 25N/mn2 and minimum cement not less then 400 kg/ cum( Four hundred kilogramme per cubic metre) ( with plasticizer) , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm,( Twenty five millimetre) mixed in a concrete mixer of not less than 0.2 cum ( Zero point two cubic metre) capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, , wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound ( where specified ) and wa ter finishing to lines and grade as per drawing and Technical specification clause 1501 including hauling of material within all leads and lifts and other incidental charges and as per direction of Engineer-In-Charge. The rates excluding of Goods Services Tax but including Labour cess, other levies/taxes , duties /royalities, cess, Toll taxes of local bodies and authorities that the contractor will have to pay for the performanec of this contract.