JH11TKE-001B

Amount

B.1 :: FOUNDATION Excavation for Structures E/W in excavation of foundation of structure as per drawing & technical specifications,including setting out,construction of shoring & bracing,removal of stumps and other deleterious matter,dressing of sides and backfill with approved material.backfill with approved material. ordinary soil vide 11.1 upto 3 m depth

Providing and laying P.C.C. M15 Levelling course under the Pile Cap as per MORT&H specification cl.2100. vide 11.4-ii-i

RCC M30 in Pile Cap as per MORT&H specification cl.1500,1700,2100. vide 13.1 iii

RCC M35 Bored cast in situ pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lift and lead upto 1000m(Pile diameter-1200mm) vide 12.25 NH

Supplying,fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification cl.1600. vide 11.7

Steel liner for Pile -10 mm thick for curb and 6 mm thick for steining of well including fabrication and setting out as per detail drawing vide 12.22 NH

SUBSTRUCTURE RCC M30 in Substructure as per MORT&H specification cl.1500,1700,2200. VIDE 13.1 iii

Supplying,fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications. clause 1600. vide-12.6

Providing weep holes in Plain/Reinforced concrete abutment,wing/return wall with 100 mm dia AC pipe,extending through the full width of structure with slop of 1V:20H towards drawing force.Complete as per drg. & specification. Vide 12.9

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 vide 12.10 ii

Providing & laying of filter media behind abutment with grannular material satisfying the requirement laid down in cl.2504.2.2 of MORTH specification. Vide 12.11

Supplying ,fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83(Part-II)section IX and clause 2005 of MORT&H specifications complete with all accessories. Vide 13.14

SUPERSTRUCTURE Providing and placing RCC M30 in Super-structure as per drawing and technical specification. Vide 13.1 iii

Supplying , fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications.clause 1600. vide 13.2

Providing and laying RCC M30 in wearing coat including reinforcement complete as per drawing and technical specifications. Vide 13.5

Construction of in-situ railing of RCC M30 grade with 20mm nominal size aggregate,true to line and grade,tolerance to vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000mm, leaving adequate space between vertical post for expansion, all complete as per drawing and technical specifications. vide 14.7 NH

Drainage spout complete as per drawing & tech. Specifications. Vide 13.10

PCC M15 grade levelling course below complete as per drawing and technical specification. Vide 11.4 ii (i)

Providing and placing RCC M30 in approach slab including reinforcement and formwork complete as per drawing and technical specification. Vide 13.12

Miscelenious Item Providing and laying of strip seal expansion joint catering to a max.horizontal movement upto 70 mm,complete as per approved drg.& standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to themanufacturer's instructions for installation. vide 14.22

Providing and laying boulder apron for bed protection with stone boulders vide 14.5 (i)

Filter media below boulder pitching vide 12.11

Providing and laying boulder apron for bed protection with stone boulders vide 14.5 (i)

Confirmatory Boring NSR in soil/rock. Execution and other as per the direction of Engineer in Charge during the Construction

APPROACH ROAD Construction of embankment with approved material obtained from borrow pits with all leads and lifts ,trasporting to site ,spreading ,grading to required slope and compacting to meet requirement of table300-2 including cost of watering ,rolling and compaction all complete as per specification and direction of E/I vide 3.14(b) Rolling with Roller

Costruction of shoulder with approved material obtained from borrow pits with all leads and lifts ,trasporting to site ,spreading ,grading to required slope and compacting to meet requirement of table300-2 including cost of watering ,rolling and compaction all complete as per specification and direction of E/I vide 3.14(b)

GRANULAR SUB BASE Construction of granular sub base by providing coarse graded Gr-I material ,spreading in uniform layerwith motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollerto achieve the desired density complete as per clause-401 -Grade-I vide 4.1 a i

Providing ,laying,spreading and compacting graded stone aggregate @1.32m3/m3 to wet bond macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tripper to site,laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MOST specification 406(4th revision) and direction of E/I. vide 4.7.2(a) WBM Grade II

Providing ,laying,spreading and compacting graded stone aggregate @1.32m3/m3 to wet bond macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tripper to site,laying in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MOST specification 406(4th revision) and direction of E/I. vide 4.7.3(a) WBM Grade III

Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1 kg/sqm . As per MOSRT&H specification 502 (4th revision ) & as per direction of E/I vide 5.1 i

Providing andapplying Tack coat with Bitumen emulsion . As per MOSRT&H per MOSRT&H specification 504 (4th revision ) & as per direction of E/I. 5.2 ii

Providing and laying and rolling of open graded premix carpet of 20mm thk composed of 13.2 mm to 5.6 mm aggregates using S-90 penetration grade bitumen to required line ,grade and level to serve as wearing course on a prepaired base. As per MOSRT&H per MOSRT&H specification 504 (4th revision ) & as per direction of E/I. vide 5.9 I (i)

Providing and laying seal coat sealling the voids in a bituminous surface laid to the specification levels. As per MOSRT&H per MOSRT&H specification 504 (4th revision ) & as per direction of E/I. 5.12 a Case-I Type A

Providing RRM guard/toe wall as per drawing and technical specification vide 14.11

E/W in exacavation of foundation of guard wall 11.1(i)

Providing & laying of PCC M15 levelling course 100 mm thick in foundation. Vide 11.4 II (i)

Providing , laying,fitting,fixing stone boulder pitching duly packed in slope of road embankment and approach with approved quality of materials within 150m of worksite and all lift as per direction of E/I including cost of all materials , labour vide 14.5(I)

Providing and laying Filter material underneath pitching in slopes all complete as per drawing and Technical specification vide 12.11

Providing PMGSY LOGO as per drawing and technical specification. Vide 10.16

Providing Rectrorefractive sign board as per IRC 67 made of encapsulated lense type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thk. Supported on mild steel angle. Vide 10.2(a)

Maintanance Board vide 10.16

Painting- vide 10.5

Guardwall Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious vide 11.1-1-(i)

Providing and laying PCC M-150 with nominal mix of (1:2:4) in foundation of guard wall with graded coarse aggregate all complete job as per specification and direction of E/I. 11.4 1-(i)

Providing R.R. Stone masonry in cement mortar 1:4 for foundation & Plinth complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 11.6-III-(II)

Providing and laying PCC M-20 with nominal mix of (1:2:4) on wall with graded coarse aggregate all complete job as per specification and direction of E/I. vide 12.5-(II)

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 vide 12.2

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 614, 709, 1204.3.7 vide 12.9

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 height, compacted to firm condition complete as per drawing and Specification.

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work vide 10.5

MAINTANANCE For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Labour Cess @ 1%