Construction of Road from Thune to Badipathri, Stage-I, Length 8.0Kms, Carriageway width 3.0m, Package No. JK13-49, Phase-VII, PMGSY Division Ganderbal

Amount

Dismantling of Boundry walls (dry stone spalls)

Reconstruction of country type Boundry wallsdry stone spalls

Earthwork

a)Excavation of road in hilly Areas in hard soil by Mechnical Means including Cutting and trimming of side slopes , preparation of sub grade and disposing of surplus excavated Earth upto required lifts and leads outside the periphery of site of work(Finished work to be measured, complete )

b).Excavation in hilly Areas in ordinary rock not requring blasting by Mechnical Means including Cutting and trimming of side slopes and disposing of surplus excavated ordinary rock upto required lifts and leads outside the periphery of site of work (Finished work to be measured, complete )

c)Excavation for roadway in hard rock by mechanical means, (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposing of surplus excavated rock up to required lifts and leads outside the periphery of site of work , trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5,

Construction of Embankment with approved material deposited at site from Roadway cutting and excavation from 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 all materials with all leads, lifts, loading unloading etc.(Finished work to be measured, complete .)

R/B Wall

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 in ordnary soil with lead upto 3m. )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 .)

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 .)

Polygonal/ Random Rubble masonry, uncoursed brought to course in cement sand mortar 1:5,in sub structure as per drawings and technical specifications Clause 702,704,1202 and 1204 including 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 .)

Polygonal/ Random Rubble masonry, uncoursed brought to course with stones obtained from excavation in hard rock in cement sand Mortor 1:5 in sub structure as per drawings andtechnical specifications Clause 702,704,1202 and 1204 including 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 .)

Polygonal/ Random Rubble masonry, uncoursed brought to course with quarry stones laid DRY in sub structureas per drawings andtechnical specifications Clause 702,704,1202 and 1204 including 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 .)

Polygonal/ Random Rubble masonry, uncoursed brought to course with stones got from excavation in Hard rock laid dry in sub structure las per drawings andtechnical specifications Clause 702,704,1202 and 1204 including cost of Bond stones and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading .(Finished work to be measured, complete .)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8(Material available at site) )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 .)

Providing P.C.C. M 20 50mm thick coping on top of return wall,retaining wall/wing walletc complete as per drawing and technichal specification clause 615,710 and 1204.3.11.)including cost of farm work andincluding 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 .)

RCC 10 Mtr span MinorBridges/6 mt span & 4 mt span Culverts

Earth work in excavation for structures as per drawings and technical specifications Clause 305.1up to required depth including setting out, consatruction of shoring and bracing, removal of stumps and other deltarious material and disposal up to required lead dressing of sides and bottom and back filling in trenches with excated suitable material hard and ordinary rock.(Finished work to be measured, complete .)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202,&1203(PCC M10 - Nominal mix 1:3:6)including cost of farm work and 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 .)

Type B 1st. class bedding on well compacted sand, moorum of approved granual 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 .)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202,&1203(PCC M15 - 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 .)

Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications clause 802,803,1202,&1203(PCC M15 - 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 .)

Providing concrete for plain/reinforced concrete in superstructure complete as per drawings and technical specifications clause 1205.4,&1205.5(RCC grade M20 - 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 .)

Suppling,fitting & placing TMT bar reinforcement in superstructure as per drawings and technical specifications clause 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 .)

Back filling behind abutments,wing walls & return walls completeas per drawings and technical specifications clause 1204.3.8(material obtained from Excavation of Hard/soft rock))including all carriage within the project site ,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

Providing and fixing of POT cum PTFE bearing type assembly consisting of metalpiston supported by a disc.PTFE pads providing sliding surfaces against stainless steel mating together with cost steel assemblies/fabricated structural steel assemblies duly painted with all components as per clause 2006 and complete as per drawing and technichal specifications cincluding cost & carriage of all materials up to site of work with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

RCC PIPE CROSSING 300mm/600 mm/750 mm /1200 mmDIA

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 side and bottom and backfilling in trenches with excavated suitable material.(Ordinary soil upto 3m depth))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 .)

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 .) )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 .)

Polygonal Random Rubble massonary,uncoursed brought to course in cement sand mortar 1:5 with quarry stone in sub structure as per drawing and technicjsal specification clause 702,704,1202,1204 and 1109 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 .)

Type A(concrete cradle) bedding, laying concrete cradle bedding with M15 Grade cement concrete as per clause 1105 (i))including cost of farm 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, complete .)

Back filling behind abutments,wing walls & return walls complete as per drawings and technical specifications clause 1204.3.8(material obtained from Excavation of Hard/soft rock))including all carriage within the project site ,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of granular material in single row socketed type fixed with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and massonary works in head walls and parapets as per Clause 1106.(300 mm 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 .)

Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of granular material in single row socketed type fixed with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and massonary works in head walls and parapets as per Clause 1106.(600 mm 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 .)

Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of granular material in single row socketed type fixed with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and massonary works in head walls and parapets as per Clause 1106.(750 mm 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 .)

Providing and laying reinforced cement concrete pipes NP3 for culverts on first class bedding of granular material in double row socketed type fixed with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and massonary works in head walls and parapets as per Clause 1106.(1200 mm 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 .)

Crate Appron Bund

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 required lead,dressing of sites and bottom and backfilling in trenches with excavated suitable material hard soil/ordinary rock .(Finished work to be measured, complete .)

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 25 kg each as per drawing and technical specifications Clause 1301 , )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 .)

Back filling behind abutments,wing walls & return walls complete as per drawings and technical specifications clause 1204.3.8(material obtained from Excavation of Hard/soft rock))including all carriage within the project site ,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .)

Road Furniture

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on 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 tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 )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 .)

Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A") with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

Providing and Fixing of PMGSY Logo Board( at 2 Kms /Logo Board ) as per drawing and details of PMGSY (Fig: 5 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)

Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1,

Reinforced cement concrete M15 grade kilometre 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,

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704, )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 .)

Construction of back pillars in front of each reference pillar as per Fig. 1600.1 (c ), )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 .)

Providing and fixing of cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801,)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 .)

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 N S ROAD CONSTRUCTION CO