C/o link road to village Dadhiyat in GP Chhachetti km. 0/0 to 1/300. (SH C/o C.D. works and providing and laying G-I in km. 0/500 to 1/300) (under SCSSP).

Amount

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,(fifty metre) dressing of sides and bottom and backfilling in trenches with excavated suitable material. including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. nominal mix C.C. 1:6:12. ( one cement six sand : twelve graded crushed stone aggregate)40mm.(forty milimetres) nominal size, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 nominal mix C.C. 1:4:8. ( one cement four sand : eight crushed stone aggregate)25mm.(twenty five milimetres)nominal size, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 nominal mix C.C. 1:4:8. ( one cement four sand : eight crushed stone aggregate)25mm.(twenty five milimetres)nominal size, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts , including all incidental charges.

Providing and laying cement concrete 1:3:6 (one cement : three sand : Six graded stone aggregate 40mm.(forty milimetres) nominl size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical speciification clauses 802, 803, 1202 & 1203, P.C.C. M-15 grade (1:2.5 :5)(one cement two point five sand : five graded curshed stone aggregate), including all leads,lifts and carriage of materials, as per the direction of Engineer-in-charge.

Providing Plain/reinforced cement concrete in super structure complete as per drawing and technical specification clause 800, 1205.4 & 1205.5 RCC graded M-25 (1:1.5:3)(one cement : one point five sand : three graded crushed stone aggregate) for height upto 5mtr.(five metres), including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and laying concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications clause 806, 807, 1202, 1204 RCC grade M 20 nominal mix 1:2:4(one cement : two sand : four graded crushed stone aggregate), including all leads, lifts and carriage of materials, as per the direction of Engineer-in-charge.

Providing weep holes in brick masonry / stone masonry / plain / reinforced concrete abutments, wing walls, return walls with 100 mm dia PVC pipes extending through the full width of the structure with slope of 1 : 20 (one : twenty) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and laying of boulder apron laid in wire crates made with 4mm(four milimetres) dia G.I. wire conforming to IS: 280 & IS:4826 in 100mm. X 100mm(hundred milimetres into hundred milimetres)mesh (weved diagonally) including 10%(ten percent) extra for laps and joints laid with stone boulders weighing not less than 40kg.(forty kilograms)each),including all lead, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and layhing reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in sigle row including fiding collar with cement mortar 1:2(one cement : two sand) but excluding excavation, protection works, back filling ,concrete and masonry works in head walls and parapets clause 1108 RCC pope NP2 500mm.(five hundred milimetres) dia as per design, including all leads, lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.

Providing and laying 900mm.(nine hundred milimeetres) dia reinforced cement concrete pipe NP2 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection work, back filling, concrete and masonry work in head walls and parapets clause 1108, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing and laying flooring laid over cement concrete bedding complete aas per drawing and technical specification clause 1303 rubble stone laid in cement mortar 1:3(one cement : three sand), including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Backfilling behind abutments wing walls and return walls complete as per drawings and technical specifications with Granular material, including all leads, lifts and carriage of material, as per the entire satisfaction of Engineer-in-chcarge.

Construction of RCC railing of M25 Grade in-situ with 20 mm(twenty milimetre) nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 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 all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge..

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010 and 1202, including all leads lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.

Providing drainage spout complete as per drawing and technical specification clause 1209, including all leads, lifts and carriage of materials, as per the direction of Engineer-in-charge.

Preparation of sub grade by dressing to comber for the cutting involved for sub grade to be paid for separately depending upto the classifaction of soil complete as per HP P.W.D specification, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

consolidation of sub grade with road roller including making good the undulation etc. with earth quarry soil etc and rerolling the sub grade complete as per HP P.W.D specification, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge..

Providing, laying, spreading and compacting stone aggregate of spcific sizes to water bound macadam specification including spreading in uniform thickness, handpacking, roling 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 course aggregate, watering and compacting to the required density grading-I as per technical specification clause 405 by manual means including haulage of materials with in all leads, lifts and carriage of materials and as per the dirction of Engineer-in-charge.

Basti Ram

Nazar Ali

RAMESH CHAND

Bhupender Chauhan

Mumtaj Ali Civil Contractor

Arif Khan