C/O link road from Sanawar to Mandodhar via Shiller Pathiya from km 0/0 to 3/500

Amount

Excavation in earth work in Hilly Area all heights and depths in all kind of soil including saturated soil comprising of pick work ,jumper work and blasting work both in soft and hard rock with cjhieseling and wedging out of rock(, where blasting is prohibited).and there intermediate classification of soil including dewaterering where ever required lines levels as shown on the drawing and as directed by Engineer-in-charge at site according to the HP,PWD specification 1990 volume-1 and sorting out of usefull material and unusefull material on approved dumping sites or otherwiseto be arrangement by the contractorincluding paymentof prescribed dumping chargesMunicipal Committee/local body if levied any to the satisfication of Engineer-in- Charge,through all modes transportation including head load,animal load of mechanical means along with itslevelling finedressing and withall kind of labour machinries tools equipmentsand safety measures and incidental necessities to complete the workby mechanical meansand labour(if any required) All usefull material such as stones singles aggragateand slates shall be sorted alongroad side to the as directed by Engineer-in-charge.The recovery of the stones4614.13 cubic meter @170.00 only(rs one hundred seventy )cubic meters stones on prorata basis in each running bill. . Any loss to the public or private property during the course of execution shall be the sole responsibility of the contractor, which shall have to be duly compensated by him at his own cost of all cases.

Earth work in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of slumps and other deleterious material and disposal up to a lead of 50meters dressing of sides and bottom and back filling in trenches with excavated suitable materials. (I) Ordinary Rock(1) up to 3 m. depth. Any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases.

Providing and laying plain Cement concretre in 1:4:8 (one cement isto four sand isto eight graded crushed hard stone aggregate 40 (forty) millimeter nominal size) mechanically mixed, vibrated and curing complete in open foundation and plinth for all type of structure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 803, 1202 and 1203 (Eight hundred two, eight hundred three, one thousand two hundred two and one thousand two hundred three) or as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing and laying concrete concrete 1:4:8 (with 25mm nominal size aggregate) and curing complete including the cost of farmwork for plain/reinforced concrete in Retaining/breast wall as per drawing and H.P. P.W.D. Techanical Specifications.Including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Construction of embankment with approved material obtained from borrow pits and transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 in accordence with technical specification 301.5 Including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 an i/c all leads and lifts. Including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges. (a) Granular materials.

Providing weep holes in brick masonry/ stone masonry/ plain reinforced concrete abutment, wing wall, return wall with 100 mm diameters P.V.C. 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.Including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Providing concrete for plain/reinforced concrete in open fondations complete as per drawing and techanical specifications Clauses 802,803,1202 and 1203. (II) P.C.C. Grade M-10 (i) Nominal mix 1:3:6 including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying reinforced concrete pipe NP2 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets Clause 1108. (C) 900 mm dia.including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying PCC Grade M15 i.e. plain cement concrete in nominal mix 1:2.5:5 ( one isto two point five isto five graded stone agg. 40mm nominal size) mechanically mixed and vibrated and curing complete in superstructure including the cost of form work complete as per drawing and MORD Technical Specification clause 802, 804,805,806, 1202 and 1203 and as directed by the Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals.

Providing and laying rubble stone flooring laid in cement mortar 1:3(one cement isto three sand)laid over cement concrtet bedding complete as per drawings and technical specification.Bedding to be paid for seperately and as per direction of Engineer-in-charge including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges. .

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202, and 1204 upto 5.00 meter height reinforced cement concrete grade M-20 nominal mix 1:2:4 in bed block and dirt wall.

Providing and laying reinforced cement concrete RCC Grade M-25 (Twenty five) 1:1.5:3 ( one cement isto one and half sand isto three graded crushed hard stone aggregate 20mm (twenty milimetre) nominal size mechanically mixed, vibrated and curing complete in super structure including cost of form work as per drawings and MORD Technical Specification Clauses 800,1205.4 and 1205.5 and as per the direction of the Engineer-in-Charge including carriage of material through all modes of transportation within all leads and lifts and other incidentals.

Providing and laying Cement concrete wearing coat, M-30 (thirty) grade including reinforcement complete as per drawing and Technical Specifications including carriage of all labour equipments and material to various location through all modes of transportation in all leads and lifts as per the direction of the Engineer-in-charge

Supplying, fitting and placing HYSD bar reinforcement (FE 415) in sub structure complete as per drawing and technical specification clauses 1002, 1005,1010 & 1202 as per directions of the Engineer-in-Charge including carriage of all labour, equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification clauses 1002, 1010 & 1202 as per directions of the Engineer-in-Charge including carriage of all labour, equipment and materials to various location of site through all modes of transportations in all leads lifts and all incidental charges.

Construction of precast RCC railing of M25 (twenty five) Grade, aggregate size not exceeding 20 mm, (twenty milimeters) true to line and grade, tolurence of vertical RCC post not to exceed 1(one) in 500, (five hundred) centre to centre spacing between vertical post not to exceed 2000 mm, (two thousand milimetres) leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. including carriage of all labour, equipment and material to various location through all modes of transportation in all leads and lift, including all incidental charges.

Construction of un-reinforced dowel jointed at expansion and construction joint only,plain cement concrete pavement thickness as per design over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 M30(grade) coarse and fine aggregates confirming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixure of not less than 0.2cum capacity and appropriate weight batcher using approved mix design,laid in approved fixed side form work(steel channel laying and fixing of 125 micronthick poklythene film wedges steel platwes including levelling the form workas per drawing spreading and concretewith solves,rakes compacted using needles screed and plate vibraters and finished in continous operation including provisionof contraction and expansion construction joints applying debonding strips primer sealant dowels bars near apprioaches to bridge/culvert and construction joints admixures as approved curing of concrete slabs for 14 days using curing compound(where specified)and water finishing lines and grade as per drawing and technical specification clause 1501

Loosening of the ground upto a level of 300 mm( three hundred milimeters) below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 (three zero zero point one and (three zero zero point two) for subgrade construction as per Technical Specification Clause 303.5.2.(three zero three point five point two) and as per MORD specification including carriage of all labour, equipment and material to various location through all modes of transportation in all lead, lift and all incidental charges.

Gravel/soil aggregate base (Table 400.2)Grading-I:Construction of gravel/soil aggregate base by providing well graded material including spreading in uniform thickness with tractor mount grader on prepared surface mixing with mix in place method with rotavator at OMC and compacting with three wheel 80-100KN static roller in stage to proper grade and chamber and achieve required denisty grading-I as per technical specification clause 405 including carriage of materials,labour and equipments to various location of site of work through all modes of transportation in all leads,lifts and all incidental charges .By mechanical means

Providing, laying , spreading and compacting stone aggregate of specific sizes to water bound macadam specification ice spreading in uniform thickness, hand packing rolling with three wheel 80-100kn static roller in stages to proper grade and camber, applying and booming, stone screening /binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading -2 as per Technical Specification Clouse 405. WBM grading-3 aggregate 63 mm to 45 mm (A) By Mechanical Means including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges. .

Providing, laying , spreading and compacting stone aggregate of specific sizes to water bound macadam specification ice spreading in uniform thickness, hand packing rolling with three wheel 80-100kn static roller in stages to proper grade and camber, applying and booming, stone screening /binding materials to fill up the interstices of course aggregate, watering and compacting to the required density Grading -3 as per Technical Specification Clouse 405. WBM grading-3 aggregate 53 mm to 22.4 mm (A) By Mechanical Means including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Prime Coat (i) Low Porosity Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base i/c cleaning of road surface and spraying primer @ 0.70-1.00 kg/m2 using mechanical means as per Technical Specification Clause 502. Including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm. on the prepared dry and hungry bitumenious surface cleaned with Hydraulic broom as per Techanical Specification Clause 503. Including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Providing and laying bituminous concrete 30mm (thirty milimeter)thick with 100-120TPH batch type hot mix plant producing an average output of 75(seventy five) tonne per hour using crushed aggregates of specified grading premixed with bituminous binder VG-10bitumen and @ 5.4 to 5.6 (five point four to five point six)percent of mix and filler transporting the hot mix to work site ,laying with a hydrostatic paver finisher with sensor control to the required grade ,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTH & H specifications clause 509 complete in all respect.The rates including carriage of material with in all leads & lifts & all taxes imposed by the Government,and other incidental charges,as per the entire satisfaction and direction of Engineer-in-charge.Nothing extra shall be paid for the higher content of bituminious required as per job mix formula (VG-10)

Providing of boulder apron laid in wire crates with 4mm dai GI wire confirning to IS:280 and IS : 4826 in 100x100 mm mesh as per HP PWD sepecification of 1990 and as per the direction of the Engineer in Charge in all respects.Including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads lifts and all incidental charges.

Providing and fixing of semi reflective cautionary mandatory and informatory sign board as per IRC 67 made of 1.5mm thick MS sheet duly stove white colour in front and grey colour in back with red reflective border of 65mm width and required letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supprted and welded 47mmx47mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm below ground level including hauling of material in all leads ,lifts as per the entire satisfications and direction of Engineer in Charger

600mmx600mm rectangular.

600mm circular

600mm triangular

Providing and fixing of typical NABARD informatory sign board A with logo as per MORD specifications and drawing made of three MS plates of 1.6mm(one point six milimeter) top and middle plate duly wedged with MA flat iron 25mmx5mmx5mm size on back od edge/the tower plate will be welded with MS angleiron frame of 25mmx5mm the angle iron frame of the lower most plate and flat iron embeded in cement concrete M-15 grade block of 450x600x600mm below ground level..All MS will stove enamelled on both sides.Lettering and painting arrows,borders etc will be painted with ready mixed synthaetic enamel paint including hauling of material in all leads ,lifts as per the entire satisfications and direction of Engineer in Charger. including hauling of material in all leads ,lifts as per the entire satisfications and direction of Engineer in Charge as per clause 1701 and annexure 17001.

Reinforced cement concrete M15 grade Kilometer stone/local stone of standard design as per IRC 8 fixing position including painting and printing etc as per drawings and Technical Specification Clause 1703,arrange of materials within all leads and lifts as per direction of Engineer-in-charge.

5th KM stone

Ordinary Kilometer stone(precast)

200 meter stone

Ground stones

SUNIL THAKUR

Tek Chand Thakur

Jamna Dass

Mohan lal Thakur

CHANDAN SWAROOP

kapoor sanjee

lakhwinder thakur govt. contractor