Construction of Ghuggar Nallah Harizan Basti to Chowki road Km 0/00 to 0/700 under SCSP (SW- Cutting in earth work, Construction of 2.00 mtrs Span at Km 0/200 HP Culvert 900 MM dia at Km 0/430 and P/L G-I and G-II in Km 0/200 to 0/650)

Amount

Excavation in Hilly Area in all heights and depths in all kinds of soil by manual / mechanical means including saturated soil comprising of ordinary soil soft Rock,Hard rock, chisseling/wedging out of rock (where blasting is prohibited ) and their intermidiate classification of soil setting out true to the required line, grades cutting and trimming of side slopes and level as shown on the drawings and as directed by the Engineer in charge at site according to the technical specification clause 302,1603.1 and 1603.2 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transportation of unuseful material for filling of road way, camber , embankments for grade improvement and disposal of all surplus material in aquired width of the approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its levelling, fine dressing and carriage of machineries ,materials , tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and /or labour if required. Recovery of stones to the tune of 5.97 cubicmetre quantity at the Rate of Rupees 300/- only (Rupees Three hundred only) per cubic metre shall be effected from the contractor's running bills on pro-rata basis as per actual quantity executed. Any loos to the public /private property during the course of execution shall be the absolute responsibilty of the contractor which shall have to be compensated by him in all cases.

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out constructin of shoring and bracing, removal of stumps and other deleterious material and disposal upto all leads and any quantam of water including cleaning of slush which may arrise out during dewatering as per the direction of Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidental .

Providing Cement concrete 1:3:6 (One Cement : Three Sand : Six crushed stone aggregate) Nominal Mix P.C.C. grade M-10 (M-Ten) for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clasue 802,803 1202 & 1203 including carriage of materials with in all leads, lifts and other incidental.

Back filling granular material behind R/Wall, abutment wing wall and return wall complete as per drawing and technical specifications clause 1204.3.8 including carriage of materials with in all leads, lifts and other incidental.

Providing concrete for plain/ reinforced Cement concrete 1:2:4 (One Cement : Two Sand : four crushed stone aggregate) Nominal Mix,P.C.C. grade M-20 (M-Twenty) in open foundations complete as per drawing and technical specifications clause 802, 803,1202 & 1203 including carriage of materials with in all leads, lifts and other incidental .

Providing Cement concrete 1:2:4 (One Cement : Two Sand : four crushed stone aggregate) Nominal Mix, upto all heights R.C.C. grade M-20 (M-Twenty ) in sub structure complete as per drawings and technical specifications Clasue 802,804, 805. 806, 807, 1202 and 1204 including carriage of materials with in all leads, lifts and other incidental . Bed Block

Providing/ Laying Cement concrete 1:1.5:3 (One Cement : One and half Sand : three crushed stone aggregate) Nominal Mix, upto all heights R.C.C. grade M-25 (M-Twenty five ) in Superstructure as per drawings and technical specifications Clasues 800, 1205.4 and 1205.5 including carriage of materials with in all leads, lifts and other incidental . (Slab)

Providing Cement concrete 1:2.5:5 (One Cement : Two and half Sand : five crushed stone aggregate) Nominal Mix, P.C.C. grade M-15 (M-Fifteen ) in sub structure complete as per drawings and technical specifications Clasue 802,804, 805. 806, 807, 1202 and 1204 including carriage of materials with in all leads, lifts and other incidental.

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification clauses 1002,1010 and 1202 including carriage of materials with in all leads, lifts and other incidental .

Providing and laying rubble stone flooring laid in cement mortar 1:3 ( One cement : three Sand) over cement concrete bedding complete as per drawing and technical specification clausse 1303 and curing complete as per directions of Engineer-in-Charge including carriage of material witin all leads and lifts and other incidental .The rate including of octroi,royality,malkana,toll tax ,sales tax or other taxes imposed by the government.

Providing weep holes in brick mansonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width of the structures with slop of 1 (v) : 20 (H) towards drain face complete as per drawing and technical specification clause 614, 709, 1204.307 including carriage of materials with in all leads, lifts and other incidental .

Providing Cement concrete 1:4:8 (One Cement : Four Sand : Eight crushed stone aggregate) Nominal Mix P.C.C. grade for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clasue 802,803 1202 & 1203 including carriage of materials with in all leads, lifts and other incidental .

Providing and laying mechanically mixed and vibrated plain cement concrete nominal mix 1:5:10 (1 cement: 5 sand:10 graded crushed/ broken stone aggregate 40 mm (forty milimetre) nominal size) in parapets and filling in abutments per drawing and MORD technical specifications Section 800, 900 & 1200 including the cost of form work and curing complete, including carriage of materials within all leads and lift and other incidentals as per the direction of Engineer-in- Charge.The rate including of octroi, royality, malkana, tolltax, sale tax or other taxes imposed by the government.

Providing and laying (to level or slope ) 900 mm (Nine hundred milimetre) diametre reinforced cement concrete non pressure pipe light duty I.S Class NP2 for culverts on first class bedding or granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding the cost of excavation, protection works, backfilling, concrete and masonry work in head walls and parapets as per drawing and technical specifications clause 1101 and as per the direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidental . The rate is including 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 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 including carriage of materials with in all leads, lifts and other incidental .

Preparation of sub grade by dressing to combor ( Earth work for the cutting involved for sub grade to be paid for spearately depending upon the classification of soil completed as per HP.PWD specifcations as per directions of Engineer-in-charge including carriage of materials, within all leads, lifts and other incidentals.

Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and rerolling the sub- grade completed as per HP.PWD specifications as per directions of Engineer-in-charge including carriage of materials, within all leads, lifts and other incidentals.

Providing, laying, Soling 90 to 45mm ( Ninety to forty five milimetre) nominal size Grading-1, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 Kn. Static roller 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 1 as per technical specification Clasue 405 as per directions of Engineer-in-charge including carriage of materials, within all leads, lifts and other incidentals.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications and 1204.3.8 technical specificationto a thickness of not less than 600 (Six hundred milimetre) mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall and retaining walls to the full height compacted to a firm condition complete as per drawing and technical specification ias per directions of Engineer-in-Charge including carriage of material witin all leads and lifts and other incidental .The rate including of octroi,royality,Malkana,toll tax ,sales tax or other taxes imposed by the government.

SUNIL KUMAR

Tilak Raj

Nagu Ram

MILAP CHAND KAPOOR

Sunita Thakur