Stage Contract of roads under the jurisdiction of PMGSY Division Kulgam on emergency basis (i.e.) by way of clearance of Snow, slides/slips other allied works required during maintenance of roads, failure of maintenance of road by regular contractor

Clearing Snow (without frost) from Roads by manual means

Snow depth upto 150 mm

Snow depth over 150 mm but upto 250mm

Snow depth over 250 mm but upto 350mm

Snow depth over 350 mm but upto 450mm

Snow depth over 450 mm but upto 550mm

Snow depth over 550 mm but upto 650mm

Snow depth over 650 mm but upto 750mm

Snow depth over 750 mm but upto 850mm

Snow depth over 850 mm but upto 950mm

Snow depth over 950 mm but upto 1050mm

Snow depth over 1050 mm but upto 1150mm

Snow depth over 1150 mm but upto 1250mm

Galla cutting in compressed snow

150 mm deep and 4 m wide.

1200 mm deep and 4 m wide.

Clearing snow (with frost) from Roads, manually using picks and shovels; snow depth upto 150 mm

Snow clearance by Mechanical Means using Machines as specified or equivalent

Dozer BD 80

Snow Plough 180 HP (ashoka Leyland Stallion-2009)

Snow Plough 4 WD 170-180 BPH (Unimog)

Snow Plough 4 WD 90 BPH (Trucks)

Snow Plough 4 WD 60 BPH (Trucks)

JCB with attachments to be provided by the department

Snow Plough 4 WD 160 BPH (Trucks)

Snow cutter Rolba 1500

Snow cutter Rolba 3000

Snow cat

Snow Blower 4 WD 690 BHP 8500 T/Hr ( Fresia Spa)

Snow Blower 4 WD 420-430 BHP 3500 T/Hr (Spa 4001)

Snow Blower 4 WD 570 BHP 5300 T/Hr (Spa 3000)

Snow Blower 4 WD 420 BHP 3500 T/Hr (Rolba 1500)

Clearing / disposal of accumulated snow in builtup area / market portion (snow depth exceeds 1.0m) as and when required using JCB and tippers/tractor, disposal lead upto 1.0Km.

Slip Clearance

In ordinary soils disposal lead upto 50 m and lift upto 1.5 m.

In soils; mixed with moorum/Kankar/shingle /boulders; disposal lead upto 50 m and lift upto 1.5 m.

In soils; mixed with Decomposed Rocks; by blasting or any other means

Maintenance work

Maintenance of Bituminous surface road and/ or gravel road and / or WBM including filling potholes and patch repairs etc. as per clause 1904, 1906 of MoRD Specifications complete job as directed by the engineer incharge.

Maintenance of drains include errosion, repair, cleaning, clearing, reshaping, regrading, deeping of side drains aswell as catch water drain as per technical specification 1907 complete job as directed by the engineer-incharge.

Restoration of rain cut with soil, moorum gravel or a mixture of these, cleaning the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawing and technical specification clause 1902 complete job. - by manual means

Maintenance of culverts and cause ways by way of cleaning, clearing, errosion, repairs to cracks, parapit walls and protection works as per drawing and technical specification clause 1908 as per clause 1908 and 1909 of the MoRD complete job as directed by the engineer incharge.

Maintenance / repair of guard rails and parapet rails to bring it to original shape including cleaning and repainting as per drawings and technical specification clause 1911 of the MoRD Specification complete job as direcetd by the engineer incharge.

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory, cautionary/informatory and place identifications sign board as per drawing & technical specification clause 1910 of the MoRD Specification complete job.

Maintenance of 200 m Kilo Meter stones by way of refitting of tilted stones, reapiaring with cement mortar, cleaning, repairing, painting and lettering with two coats with sysnthetic enamel paint on 200m Km stone and 5th Km stone as per drawing and technical specification clause 1912 of the MoRD Specification complete job.

Cutting of branches of trees, shrubs and trimming of grass and weeds etc. as per clause 1914 of the MoRD Specification complete job as directed by the engineer incharge.

White washing two coats on parapit walls, tree trunks and CD works including preparation of surface by cleaning, scraping etc as per technical specification clause 1915 complete job as directed by the engineer incharge.

Providing and applying of 2.5mm thick road marking (retroreflective) shade for edge line/centerline/speed breakers/Zebra crossing/stoplines of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicable machine fitted with profile show, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operartor on road surface including cost of material, labour, T&P. incl all lead and lift to site of work.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (600x600 equilateral triangle) incl all carriages complete job

Providing and fixing of PMGSY Board with typical LOGO as per MORD specification and drawing complete job as directed by the engineer incharge.

Reinforced cement concrete M15 grade Km stone of standard design as per IRC:8 fixing in position including excavation , concreting, ercting,loading, unloading, haulage painting and writing etc. as per drawings and technical specifications cluase 1703- ordinary km stone(pre cast)

Allied works

Earthwork in excavation for foundation of structures up to 3m depth as per drawing and technical specifications clause 1104.including setting out , construction of shoring nad bracing , removal of stamps and other deleterious matter , drassing of sides and bottom and back filling with approved material, in oridnary soil.

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 material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured)

Providing and laying plain cement concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-10 nominal mix Including cost of form work 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)

Providing and laying plain cement concrete in substructure complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-15 nominal mix Including cost of form work 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)

Providing and laying reinforced cement concrete in sub-structure complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 R.C.C grade M-20 nominal mix Including cost of form work 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)

Polygonal/ random rubble masonry uncoursed/ brought to course in cement sand mortar 1:5 mix with quarry stones in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size Including cost of form work 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)

Polygonal/random rubble masonry uncoursed/ brought to course in cement sand mortar 1:5 mix with stones available at site in foundation and plinth including cost of bond stones and leveling up at specified levels with M-5 grade using stone aggregate 20mm nominal size Including cost of form work 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)

Random Rubble Stone Masonary, uncoursed brought to Courses with quarry stones laid dry in foundation and plinth as per drawings and technical specifications clauses 702.1, 702.4, 703 & 704 incl. Cost of bond stones 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 .) .

Random Rubble Stone Masonary, uncoursed brought to Courses with quarry stones available at site laid dry in foundation and plinth as per drawings and technical specifications clauses 702.1, 702.4, 703 & 704 incl. Cost of bond stones 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 .) .

Providing PCC M-20 coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710 and 1204.3.11. incl. 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.)

Pointing with cement mortor 1:3 on stone work as per drawing & technical specification clause 613.3 & 1208.4. 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).

Supplying, fitting, and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specifications Clauses 1002, 1005 and 1010, 1202. including cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori. (Finished work to be measured, complete.)

Providing and Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured)

300mm dia

500mm dia

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

Providing and laying of boulder apron laid in wire crates with 4 mm dia Black Anealed wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25Kg each as per technical specifications clause 1301 including cost and carriage of all materials from source to site of work (Finished work to be measured)

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 , loading unloading haulages,Octori charges and royality compleate .(Finished work to be measured, complete .)

WMM: Providing, layng, spreading and compacting graded stone aggregate (size 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage pof mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8-10 tonne capacity to achieve the desired density, complete as per specifications and directions of engineer in charge incl all carriages complete job.

Tack Coat: Providing and applying tacj coat using hot straight run bitumen of grade-VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specification incl all carriages

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, completeas per specifications and directions of Engineer-in-Charge 50 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) in Drum Type Hot Miox Plant of 60-90 TPH Capacity incl all carriages.

25mm thick semidense: Providing and laying semi dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the ho mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density asa per specification, complete and as per directions of Engineer-in-Charge 25mm compacted thickness with bitumen of grade VG-10@ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of aggregate) prepared in Drum Type Hot Mix Plant 60-90 TPH capacity. incl all carriages.

Seal Coat :- Providing and laying seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface inluding rolling and finishing with road all complete.