Construction of RCC box Culvert of 1x4.00 m span of Pahra link road

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60metres.

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance iof 60metres.

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.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specific-ations. (PCC Grade M15)

Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Providing and laying plain/ reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 802, 804,805,806,807,1202 and 1204.

RCC Grade M30 using batching plant & manual placing. as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 in super -stucture

RCC Grade M30 using batching plant & manual placing. as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. Chapter 14 Item no. 14.6

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 laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 25 kg each complete as per drawing and Technical specification.(fiexible appran)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 25 kg each complete as per drawing and Technical specification.(floor appron)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7. Chap. 12 Item no. 12.9(substructure)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MORT&H Specification 9.07(1600)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8. Chap. 12 Item no. 12.11 (Granular Material)

Construction of embankment with approved matetrial obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification clause 301.5. As per MORD chapter 3 S.I. No. 3.4

Providing Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with Soil Stabilizer with 2 per cent slaked lime manually spread having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-II as per Technical Specification Clause 405.

Providing, 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-III as per Technical Specification Clause 405.

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

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 as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, @ 0.65 kg/m2 as per Technical Specification Clause 510

Providing Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with Soil Stabilizer with 2 per cent slaked lime manually spread having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade

Brick edging on both side of road with M-150 class bricks on edges 3" wide and 4-½" deep laid with mud mortar finished to the required temples in proper alignment and also dressing ramming the excavated eart and directed by E-in-C.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing and fixing of Retro Reflective high intensity informatory/ cautionary sign board size 1200x900mm made of 2 mm alloy aluminium sheet and 4 mm thick APC sheet fully covered with intensety retro reflective sheet having approved massage fully proceed by AVERY DENSION CO. (U.S.A.) equivalent equipment as per specified brand back of aluminium sheet will be provided frame 35x35x5 mm angle iron painted with two coat smoke grey of sky blue paint. Leg 75x40 mm channel, 3 meter long complete (size 1200x900mm) 1.08 sq mtr)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting type-IV vide clause 801.3, fixed cover aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly designed foundation with M-15 grade cement conc. 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 having the sheeting tested for coefficient of retro reflection day time color and luminance shrinkage fixable liner removal adhesion impact resistance specular glass and fungus resistance 3 year out door weathering and its having passed these tested shall e obtained from international/Government Laboratory/Institute by the manufacture of the sheeting and in case the certificate obtain from international condition it should also be obtain from Indian condition within 3 year of launching of product by the manufacture in aboard Alliteratively a certificate conforming to ASTM Specification (D 4956-09) on arterial 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 be released after of certificate meeting the requirement of three year outdoor weathering of the sheeting as per IRC 67 2012 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 IRC:67-2012 clause 14.60)