Construction of road, metalled and construction of drain over Canal road to Rampal, Laxmi Chand Chaudhary home to via NH07 to Punni Lal s Tube well to Pipliwala Misserwala road through Harizan Basti, Lohar Basti, Bahati Bahati Basti to NH 07. (Paont

Amount

Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5,including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Earth work in excavation for strucuture as per drawing and technical specifications clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materilas and disposal up to a lead of 50(fifty) metre, dressing of sides and bottom and back filling in treanches with excavted suitable materials upto 3(three) metre depth,including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:4:8(one cement : four sand : eight graded stone aggregate)for plain/reinforced concrete in retaining wall, breast walls, edge wall as per drawing and HP.PWD., technical specifications clause 800 & 1200, including all leads, lifts and carriage of materials, as per the entire safisfaction of Engineer-in-charge.

Providing weep holes in Brick masonry/stone masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm(hundred milimetres) dia PVC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face complete as per drawing and Technical specifications clause 614, 709, 1204.3.7, including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8, granular materials, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing concrete for ploain/reinforced concrete in open foundatin complete as per drawing and technical specification clause 802, 803, 1202 & 1203, P.C.C. grade M-15(fifteen)nominal mix 1:3:6(one cement : three sand : six graded stone aggregate), including haulage of materials in all leads, lifts and carriage of materials, as per the direction of Engineer-in-charge.

Providing concrete for ploain/reinforced concrete in open foundatin complete as per drawing and technical specification clause 802, 803, 1202 & 1203, P.C.C. grade M-20(Twenty)nominal mix 1: 2:4(one cement : two sand : four graded stone aggregate), including haulage of materials in all leads, lifts and carriage of materials, as per the direction of Engineer-in-charge.

Providing and laying of boulder apron laid in wire crates made with 4 mm dia G.I. wire conforming to IS:280 & IS: 4826 in 100mm x 100 mm mesh (woven diagonally) including 10%(ten Percent) extra for laps and joints laid with stone boulders weighing not less than 25 kgtwenty five kilograms) each as per drawing and technical specification clause 1301, including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Providing concrete for ploain/reinforced concrete in open foundatin complete as per drawing and technical specification clause 802, 803, 1202 & 1203, P.C.C. grade M-10(ten)nominal mix 1:3:6(one cement : three sand : six graded stone aggregate), including haulage of materials in all leads, lifts and carriage of materials, as per the direction of Engineer-in-charge.

Providing concrete for plain/reinforced concrete in sub structure complete as per drawing and tehchnical specification clause 802, 804, 805, 806, 807, 1202.2 & 1204, P.C.C. grade M-20(twnety), nominal mix 1:2:4(one cement : two sand : four graded stone aggregate), including haulage of materials in all leads, lifts and carriage of materials as per the direction of the Engineer-in-charge.

Providing concrete for plain/reinforced concrete in super structure complete as per drawing and technical specification clause 800, 1205.4 & 1205.5 R.C.C. grade M-25(twenty five), nominal mix 1:1.5 :3(one cement : one point five sand : three graded stone aggregate),including haulage of materials in all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and Technical Specification clause 1002, 1010 & 1202, including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Providing and filling joints sealing compound as per drawing and tenchnical specification wioth course sand and 6(six)percent bitumen by weight,including haulage of materials in all leads, lifts and carriage of mateirals,m as per the entire satisfaction of Engineer-in-charge.

Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification rubble stone masonry 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.

Construction of precast RCC railing of M-25(twenty five) Grade in situ with 20mm(twenty milimetres)nominal size aggregate tolerance of vertical post not to exceed 1 in 500,(one in five hundred) centre to centre spacing between vertical post not to exceed 2000 mm(two thousand milimetres), a as per drawings and technical specifications clause 800, 900 & 1208.3, including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Providing drainage spouts complete as per drawing and Technical specifications clause 1209, including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Providing and laying 900mm.(nine hundred milimetres)dia reinforced cement concrete pipe NP-2 of culvert on first class bedding of granular materials in single row including fixing collor wioth cement mortar 1:2(one cement : two sand) but excluding excavation, protection work, back filling, concrete and masonsry work in head walls and paarapets clause 1108 including haulage of materials in all leads, lifts and carriage of materials, as per per the direction of Engineer-in-charge.

Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub grade to be paid for seprately depending upon the classification of soil completed as per H.P.P.W.D. specifications, 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 or quarry soil etc. and re-rolling the sub-grade completed as per HP.PWD specifications,including all leads,lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired denssity, complete as per technical specification clause 401 for grading material, including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling 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 coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 by mechanical means,including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405, by mechanical means, including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and applying primer coat with bitumen 80/100(eighty/hundred) grade/VG-10 on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 -1.0 kg / sqm.(at the rate zero point seven zero- one point zero kilograms) using mechanical means as per technical specification clause 502,including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing and applying tack coat with bitumen emulsion (RS-1) /VG-10 using emulsion distributor 0.25 -0.30 kg / sqm(zero point two five-zero point three zero kilograms per square metre) on the prepared granular surfaces treated with primer and cleaned wwith hydraulic broom as per technical specification clasue 503. including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Providing, laying and rolling of open-graded premix carpet of 20 mm (twenty millimetres) thickness composed of 13.2 mm to 5.6 mm (Thirteen point two millimetres to five point six millimetres) aggregates either using penetration grade bitumen/VG-10 (ten) grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 (eighty to one hundred) kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 (five hundred eight), by mechanical means using bitumen (S-90)(ninety)/ VG-10 (ten) grade bitumen including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing and laying seal coat, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (five hundred ten), by mechanical means using bitumen (S-90) (ninety)/ VG-10 (ten) bitumen including haulage of materials with in all leads, lifts and carriage of materials and as per the directions of the Engineer-in-Charge.

Providing concrete for in plain/reinforced concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 & 1203 R.C.C. grade M-20 (1:2:4)(one cement : two sand : four graded stone aggregate),including all leads, lifts and carriage of materials, as per the entire satisfaction of Engineer-in-charge.

Construction of un-reinforced dowel jointed at expension and construction joint only, plain cement concrete pavement, thickness as per design over a prepared sub base with 43(forty three) grade cement or any other type as per clause 1501.2.2, M-30(thirty)grade,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm(twenty five milimetres), mixed in a concrete mixer of not less than 0.2 cu.m.(zero poiint two cubic metre)capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work(steel channel, laying and fixing of 125(one hundred twenty five)micron thick polythene film ,wedges, steel plates including levelling the form work as per drawing),spreading the concsrete with shovels, rakes,compacted using needle, scred & plate vibrators and finished in continous operation including provision of contraction and expension, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches sto bridge/culvert and construction joints, admixusres as approved, curing of concrete slab for 14(fourteen)days using curing compound(where specified) and water finishing lines and grade as per drawing and technical specifications, including all leads, lifts and carriage of materials, as per entire satisfaction of Engineer-in-charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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 coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405, by mechanical means, including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

mohdjaseem

viney kumar sharma

M/S SARVJEET SINGH

Manoj Chawla

Lal Singh Chauhan Contractor

Shanti Flats Foundation PVT LTD

Rashid Ali Civil Contractor