Upgradation and Maintenance of road from L062-Narwav to Reshnagri Stage-U (Batch-I,2019-20) Package No. JK10-2004, Length 8.00Kms PMGSY Division Pulwama

Amount

Part "A" Site Clearance

Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismentalling of Masonry Works as per Techanical Specifications Clause 202 Upto 600mm dia Hume pipe

Dismentalling of existing structures like culverts , bridges ,retaining walls and other structure comprising of masonry , cement concrete , wood work , steel work , including T&P and scaffolding wherever necessary , sorting the dismantled material , disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Techanical Specifications Clause 202 By Mechanical Means

Stone Masonary

Cement concrete

Reinforced cement concrete

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By mechanical means.In area of non thorny jungle

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.Lead up to 100m

Girth above 300mm to 600mm.

Girth above 600mm to 900mm.

Girth above 900mm to 1800mm.

Girth above 1800mm to 2700mm.

Girth above 2700mm to 4500mm.

Part "B" Earth Work

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m ( average lead 25 m) as per Technical specification clause 307. By mechanical means

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1and 300.2 as per techanical specification clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site spreading grading to required slope and compacting to meet requirement of tables 300.1and 300.2 with a lead as per techanical specification clause 301.5 ,including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job .) .

Part "C" Pavement

Preparation of Subgrade:- Loosening,Levelling and Compacting original ground supporting embankment,to facilitate placement of first layer of embankment,scarified to a depth of 150mm,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Techanical Specification Clause 301.4.1

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Using Naturally Occuring gravels) including cost and cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured) complete job.

Water Mix Macadam (WMM) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406..including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job .) .

Prime Coat : Providing and applying Primer coat with low porosity bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Tack Coat: Providing and Laying tack coat with Bitumen (RS-1) using emulsion distributor @ 0.20 to 0.25 Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification clause 503.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Bit. Macadam: P/L Bituminous Mac. with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site of workupto required lead , laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the designed compaction as per technical specification clause 504 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

20mm thick OGPC :- Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using penetration 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 80-100kN static roller capacity ,finished to required level and grade to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.By Mechanical Means Bitumen (S-90)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A/B as per Technical Specification Clause 510.specification 1995) by Mech. means type B using bitumen (S-90) .including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Shoulders :- Development of shoulders Using naturally occuring granular material/Khak Bajri including spreading ,in uniform thickness ,rolling with smooth wheel roller 80-100 KN in stages to proper grade,watering amd compacting to the required density . including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Part "D" Cross Drainage, (a) Culverts,1No Rcc Culvert 8m Span,2No Rcc Culvert 4m Span

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, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary soil upto 3 m depth)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (R.C.C M-20 in foundation) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203[P.C.C grade M 15 Nominal mix (1:2.5:5)]including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing concrete for plain/reinforced concrete in Sub-structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203[P.C.C grade M 15 Nominal mix (1:2.5:5)]including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 {R.C.C grade M 20 Nominal mix (1:2:4)} including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Supplying, fitting, and placing TMT bar reinforcement in Foundation / Superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Foundation

Superstructure

Providing weepholes in brick masonry / stone masonry ,plain / reinforced concrete abutments ,wing wall ,return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V) :20(H) towards drawing face complete as per drawings & technical specification Clause 614,709,1204.3.7, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Dewatering / Diversion of Nallah during execution of work if found necessary including diversion of traffic during execution and makings the things good after completion of job incl. hire charges of land if found necessary.

Providing and laying filter media with granular, crushed aggregates as per specifications to a thinkness of not less than 60 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment , wingwall, retaining wall to the full height compacted to firm condition complete as per drawings and technical specifications clause 1204.3.8, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing & fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing & staircase railing & similar work like culverts etc including applying a priming coat of approved steel primer. ( MS Tube (Medium) 40mm nominal bore, GI Pipes 40mm nominal bore & ERW Tubes 40mm nominal dia), including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

(b) 1000mm,500mm and 300mm dia Pipe Culverts

Earth work in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary/hard soil upto required depth.

Type B (First Class) bedding, Laying (first class) bedding on well compacted sand, moorum or approved granular material as per clause 1105 (ii).including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Type A (Concrete Cradle) Bedding, Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Polygonal/ Random Rubble masonry, uncoursed brought to course in cement sand mortar 1:5, with quarry stones in foundation and plinth incl cost of bond stones and levelling up at specified levels with M-5 grade ( stone aggregate 20mm size)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing PCC M-20 Architectural coping on top of wing wall, return wall and retaining wall complete as per drawing and technical specification clause 615, 710 & 1204.3.11.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets clause 1106) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

1000 mm Dia

500 mm Dia

300 mm Dia

Back filling behind abutment, wing, wall, return wall, complete as per drawings and technical specification clause 1204.3.8.(Granular material ) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Part "E" Cement Concrete Drain

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, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Ordinary soil upto 3 m depth)

Type B (First Class) Bedding/Stone Soling: Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii),including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-10 Nominal mix 1:3:6), including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-15 Nominal mix 1:2.5:5)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Plastering with cement mortor(1:4),15mm thick on concrete work in substructure as per technical specifications clause 613.4 and 1204.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing and lying of kitchen water disposal pipes in built up areas at required spots including earthwork ang lying of pipes in required slpoe ,jointing , testing of pipes including providing necessary cushion to the pipes inc cost and carriage of all materials(MS pipes 6mm think of dia 150/200mm), including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Backfilling behind abutment wing wall and return wall complete as per drawings and technical specifications, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Part "F" Protection Work, R/Wall and B/wall

Earth work in excavation for structures as per drawings and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto required lead , dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary/hard soil upto required depth.

Providing concrete for plain concrete in open foundations complete as per drawings and Technical Specifications clause 802, 803, 1202, & 1203 in PCC Grade M-10 Nominal Mix (1:3:6)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing concrete for plain/reinforced concrete in open foundations/sub structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-15 Nominal mix 1:2.5:5) including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (P.C.C Grade M-15 Nominal mix 1:2.5:5)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Plastering with cement mortor(1:4),15mm thick on concrete work in substructure as per technical specifications clause 613.4 and 1204. including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing & Laying of specified sized stone boulder plums(< 200mm ) free from deliterious materials, dust etc in PCC Retaining walls upto 15% only as per technical specification complete. including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing weepholes in brick masonary/stone masonary plain/reinforced concrete abutments,wing wall,return wall with 100mm dia AC pipe extending through the full width of the structure with slope 1(v):20(H) towards drawing face complete as per drawings & technical specifications Clause 614,709,1204.3.7, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Polygonal /random rubble masanory uncoarsed brought to course in cement sand mortar 1:6 with quarry stones in foundation and plinth including cast oof bond stones and levelling up at specified levels with M5 grade of stone aggregate 20mm size, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Polygonal /random rubble masanory uncoarsed brought to course laid in DRY with quarry stones lied dry in foundation, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall etc complete as per drawing and technical specifications clause 615.710 and 1204.3.1 including cost and cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured) complete job.

Backfilling behind abutment wing wall and return wall complete as per drawings and technical specifications, including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete Job) .

Part "G"Road Furniture

PMGSY LOGO:-Providing and fixing of typical PMGSY informatory sign Board with logo as per MORD specification and drawing. Three MS plates 1.6 mm thick top and middle plate duly welded with MS Flat Iron 25mmx5mm on back edges. The lower plate will be welded with MS angle iron frame of 25x25x5mm. The angle iron frame of the lower most plate and flat iron frame of the middle plate will be welded to 2 No. 75x75mm of 12 SWG Sheet tubes posts duly embeded in cement concrete M-15 Grade blocks of 450x450x600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47x47mm of 12SWG Steel plate tubes. All MS well be stove enameled on the both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tubes will be painted with primer & two coats of epoxy paint, including cost and cariage of all materials from approved source to site of work,

Citizen infarmative board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details. including cost and cariage of all materials from approved source to site of work,

Maintenance board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details. including cost and cariage of all materials from approved source to site of work,

PMGSY LOGO BOARD:-Providing and fixing of PMGSY Board with typical LOGO as per MORD specification and drawing. including cost and cariage of all materials from approved source to site of work,

Kilometer Stone Reinforced cement concrete M-15 grade KM stone /local stone of standard design as per IRC -8, fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 ordinary Km stone (precast) including cost and cariage of all materials from approved source to site of work,

Boundary Pillars:-Reinforced cement concrete M-15 Grade Boundry pillars / local stone of standard design as per IRC - 25 fixed in position includeing finishing and lettering but exculding painting as per drawing and technical specification clause 1704 including cost and cariage of all materials from approved source to site of work,

Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 Chapter 8,8.2(1), including cost and cariage of all materials from approved source to site of work,

Back Pillars/Bench Pillars:-Construction of back pillars/Bench Pillars as per figure 1600.1c, as per drawing and technical specification clause 1602.3, including cost and cariage of all materials from approved source to site of work,

Retro-reflectorised traffic signs as per clause 1701, including cost and cariage of all materials from approved source to site of work,

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702, including cost and cariage of all materials from approved source to site of work,

Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701, including cost and cariage of all materials from approved source to site of work,

Maintenance for five years

AMC for 1st Year

AMC for 2nd Year

AMC for 3rd Year

AMC for 4th Year

AMC for 5th Year

The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.

M/S HI-TECH ENGINEERS

Crown Construction