Construction of 3 x 5-00 m span RCC Bridge Approch Road in Km 7-00 of Lucknow-Sultanpur marg to Indra Canal aquvaduct via Sallhahimau Meesamau Suriyamau Shahji ka purwa to Gosaiganj - By Departmental Plant

Demolishing Brick work Manually/ by mechanical means Including tacking of Serviceable material and disposal of unseviceable material within 50 metres lead as per direction of Engineer -in-charge. In Lime Mortar as per 39th circle sor chapter 17 item no. 4

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Providing & laying cement concrete 1:3:6 (1cement, 3coarse sand,6 stone grit) including supply of all materials labour & T&P etc required for proper copaction of the work and curing complete, also including cost of formwork in foundation & floors.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Reinforced cement concrete in open foundation complete as per drawing and technical specifications (M-25) For Raft

Providing & laying M25 grade Reinforced cement concrete in sub-structure complete as per drawing and Technical Specification & section 1500, 1700 & 2200 of MORTH&H specification (2001)

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Steel (HYSD Fe 500) with all charges as cutting, bending, binding & placing at site.

Drainage Spouts complete as per drawing and Technical specification

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67 upto date. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of government report shall be uploaded while quoting tender. As per SOR ch-26 SI no.-18 (Hazard Marker)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.as per sor chapter no 25 item no.15

Dewatering @ 8 hrs. per day for 28 days

Laying of 900 mm dia NP-3 Hume pipe culvert as per SOR Ch-1 Material SI No.-20

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam G-2 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam G-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates and using viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant,of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth whelled roller , finished to required level and grades.

Providing, laying seal coat sealing the void in a bituminous surface laid to the specified levels grade cross fall usingType A and Type B seal coats.

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