C/O link road Jadla to Chyali in km 0/0 to 2/600

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 stones39.17 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 concrete for plain/reinforced concrete in open foundation complete as per drawing and techanical specification clauses 802,803,1202 and 1203. P.C.C. 1:6:12 40 mm nominal size.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 concrete concrete 1:5:10 (with 25mm nominal size aggregate) and curing complete including the cost of farmwork for plain/reinforced concrete in open foundation 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.

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-15 (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.

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub grade to be paid for separately depending up on the classification of soil completed as per HP PWD 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.

Consolidation of sub grade with road roller including making good the undulation etc. with or quarry soil etc. and re- rolling the sub grade completed as per HP PWD 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.

Providing, laying , spreading and compacting stone aggregate of specific sizes to water bound macadam specification including 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 -1 as per Technical Specification Clouse 405.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) 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, laying and rolling of open –graded premix carpet of 20 mm thickness Type B or Type C as per Technical Specification Clause 508. By Mechanical Means (I) Bitumen (S-90)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 seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. (II) Type B (I) Bitumen (S-90) 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 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.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of size 600x600 round/trangular as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported with steel angle 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801,arrange of materials within all leads and lifts as per direction of Engineer-in-charge.

900mm equlateral triangle

900mm equateral triangle

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 Kilometer stone(precast

Ordinary Kilometer stone(precast)

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.

M/s Sharma Construction Company

Manoj Sharma

Jamna Dass

CHANDAN SWAROOP

Vinay Thakur