Construction of link road from Gatta Pathar to Jhivar Basti Khera GP Patliyon km 0/0 to 1/765. (SH Construction of 5/7 mtrs wide road, providing and laying sub base, Base and 2 cm thick premix carpet surfacing in km 0/0 to 1/765) under NABARD RIDF

Amount

Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5mtrs(one point five metres)transporting to site spreading grading to rqquired slope and compacting 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 all leads, dressing of sides and bottom and back filling in treanches with excavted suitable materials upto all depths,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 boulder apron laid inwire crates with 4mm( four millimetres) dia GI wire conferming to IS:280 & IS : 4826 in 100mm X 100mm ( one hundred millimetres into one hundred millimetres) mesh (woven diagonally including 10%( ten percent) extra for laps and joints laid with stone boulders weighing not less than 25 ( twenty five) kilogram each as per drawing and technical specifigation clause 1301, 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 crushed stone aggregate 25mm.(twenty five milimetres nominal size) for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 ( including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the Engineer-in-charge.

Earth cutting for structures(Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material), ordinary rock (not required blasting) by manual means, upto all depths as per drawing and Technical specification Section 304 including carriage of materials within all leads,lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing and laying of boulder apron laid in wire crates made with 4 mm ( four millimetres) dia G.I. wire conforming to IS:280 & IS: 4826 in 100mm x 100 mm ( one hundred into one hundred millimetres)mesh (weaved diagonally) including 10% ( ten percent) extra for laps and joints laid with stone boulders weighing not less than 40( forty) kilogram each including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical specification, RCC Grade M25 ( twenty five), using concrete mixer for solid slab super-structure, upto all heights including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawings and Technical Specification 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 plain/reinforced cement concrete in open foundation complete as per drawing and Technical Specifications, PCC Grade M20 ( twenty), including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Providing and laying plain cement concrete 1:3:6 ( one cement : three sand : six graded stone aggregate ) nominal mix in foundation with crushed stone aggregate 40 mm( forty millimetres) nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14( forteen) days including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Construction of precast RCC railing of M30 ( thirty )Grade, aggregate size not exceeding 12 mm ( twelve millimetres), 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 millimetres), leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Poviding and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescene and applying paint at the rate of 1 (one) litre for 2 (Two) square metre including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

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

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 to a thickness of not less than 600 mm ( six hundred millimetres) with smaller size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specifications including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Providing and laying a burried expansion joint, expansion gap being 20 mm ( twenty millimetres)covered with 12 mm( twelve millimetres) thick, 200 mm( two hundred millimetres) wide galvanised wieldable structural steel plate as per IS:2062, placed symmetrical to centre line of the jiont, resting freely over the top surface of the deck concrete, welding of 8 mm ( eight millimetres) dia, 100 mm ( one hundred millimetres) long galvanised nails spaced 300 mm( three hundred millimetres) c/c along the centre line of the plate, all as specified in clause 2604 including carriage of materials within all leads,lifts & other incidential complete as per entire satisfaction of the Engineer-in-Charge.

Providing and filling joint sealing compound as per drawing and Technical Specifications with coarse sand and 6 (Six) percent bitumen by weight including haulage of materials in all leads, lifts and carriage of materials, as per direction of the 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 haulage of materials in all leads, lifts and carriage of materials, as per direction of the 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,1990 volume-I including haulage of materials in all leads, lifts and carriage of materials, as per direction of the Engineer-in-charge.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401., for Grading 1( one) material, including carriage of materials with in all leads,lifts and other incidentals complete as per entire satisfaction of the 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( eighty to hundred) 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 ( two) as per Technical Specification Clause 405 including carriage of materials within all leads,lifts and as per the direction 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( eighty to hundred) 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 ( three)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 emulsion (SS-1) on the prepared surface of granular base including cleaning of road surface and spraying primer @ 0.85kg./ sqm(zero point eight five kilograme per squaare metre) 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) using emulsion distributor 0.276 kg./sq.m. ( zero decimal two seven six kilogram per square metre) on the prepared dry and honary bitumen surface cleaned with hydraulic broom as per technical specification clasue 503. 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, laying and rolling of open-graded premix carpet of 20 mm ( twenty millimetres) (twenty millimetres) thickness composed of 13.2 mm( thirteen decimal two millimetres) to 5.6 mm (five decimal 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.

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