Upgradation and Maintenance of road from MRL01-T03 Km 2nd Repora to Ranger-Sogam (Batch-I, 2019-20) Package No.JK02-2005, Length 6.50Kms Block Chadoora, PMGSY Division Budgam.

Amount

A . CUTTING OF TREES

Cutting of trees including cutting of trunks, branches and removal of stumps and roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all required leads and lift lifts as per technical specifications clause 201. .

(a). Girth above 300mm to 600mm

(b). Girth above 600mm to 900mm

(b). Girth above 900mm to 1800mm

B .EARTH WORK

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 including all lead and lift upto site of work (Finished work to be measured completed)

Construction of embankment with approved materials deposited at site from roadway 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 all lead and lift upto site of work (Finished work to be measured completed)

Construction of unlined surface drains in hard soil/ordinary rock of required Cross-Sectional Area manually in soil to specified lines , grades , levels and dimensions .Excavated material to be used in embakement with required lead and lift as per Technical Specification Clause 307.(Finished work to be measured, complete Job )

C .Pavement

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.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Loosening,Levelling and compacting original ground supporting embankment to facilitate placement of 1st lyer of embankment , scarified to Requried Depth,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300.1 nd 300.2 for embankment Construction as per Technical specification Clause 301.4.1(Finished work to be measured, complete Job)

WBM Grading I : P/L, spreading & compacting stone aggregates of specific sizes to water bound macadam specification incld. spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying & brooming with crushable, stone screening, binding materials to fill up the interstices of coarse agg., watering and compacting to the required density grade 1 as per technical specification clause 404.manual means.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).

WBM Grading II : P/L, spreading & compacting stone aggregates of specific sizes to water bound macadam specification incld. spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying & brooming with crushable, stone screening, binding materials to fill up the interstices of coarse agg., watering and compacting to the required density grade 2 as per technical specification clause 405.manual means.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).

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 penetra-tion grade bitumen or 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 the seal coat of either type-A,Type-B or Type-C as per technical specification clause 508. by Mech. means 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).(machinical Means)

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 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).

Construction of earthen shoulders with material obtained from sscarifying and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical 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).

D. Pipe Culvert 1000mm/500mm/300MM Dia.

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 of 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 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 of form work & 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 cadle bedding with M-15 Grade Cement concrete as per Clause 1105(i) including cost of form work & 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).

a) 1000mm Dia S S type

b). 500 mm dia S S Type

c). 300 mm dia S S Type

Stone Masonary, uncoursed /brought to Courses with quarry stones in cement sand mortor 1:4 in foundations of Head Walls complete as per drawings and technical specifications clauses 1109 incl. Cost of bond stones and 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).

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 Job).

Providing PCC M-20 plain 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 of form-work & incl. cost and 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).

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).

E. Retaining Wall/Breast 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.

Type B (First Class) bedding:- Laying (first class) bedding of 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 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).

Stone masonry in cement mortar for sub-structures complete as per drawing and technical specifications clause 702, 704, 1202 and 1204. Random Rubble masonry in cement mortar 1:5.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).

Polygon/random Rubble 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 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).

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).

Providing PCC M-20 Plain 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 of form-work & 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).

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 Job).

F. PCC Drain.

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 of 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 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 conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-15 (1:2.5:5)Nominal mix.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 conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 R.C.C. Grade M-20 (1:2:4)Nominal mix.including cost of form-work & 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, placing and fixing of HYSD bar reinforcement (Fe 415) in Foundation complete as per drawings and technical specifications clause 1002,1010and 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).

G. Edge 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.

Type B (First Class) bedding, Laying (first class) bedding of 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 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 conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-15 (1:2.5:5)Nominal mix.including cost of form-work & 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 weep holes in stone masonary /plane / Reiforced concrete , Wing wall , Return wall 100mm dia AC Pipe Extending through the full width of structures with slope of 1(V):20(H) towords drawing face complete as per drawing and technical specification clauses 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 .) .

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).

H. CRATE BUND

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..(Finished work to be measured, complete )

Providing and laying of Quarry Stone 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 Job).

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).

I. RCC Culvert (3.00MTR) Span 1 No

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 of 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 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 conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-20 mix.including cost of form-work & 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 conc. for plain cement concrete in sub structure complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-20 mix.including cost of form-work & incl. cost and 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 reinforced cement concrete in superstructure as per drawing and technical specifications clause 800, 1205.4 and 1205.5.RCC Grade M-25 including cost of form-works & 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 conc. for plain cement concrete in open foundation complete as per drawings and technical specification clauses 802, 803, 1202, and 1203 P.C.C. Grade M-15 (1:2.5:5)Nominal mix.including cost of form-work & 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 HYSD Bar reinforcement in foundation complete as per drawings and technical specifications clause 1002,10051010&1202.including cost and 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).

Back filling behind abutment, wing, wall, return wall, R wall etc 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).

Providing weep holes in stone masonary /plane / Reiforced concrete , Wing wall , Return wall 100mm dia AC Pipe Extending through the full width of structures with slope of 1(V):20(H) towords drawing face complete as per drawing and technical specification clauses 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).

Diversion of nallah & dewatering of trenches by way of pumping out water during execution of work at 5 places including refilling the trenches after completion of work (complete job) , 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 fitting and fixing mild steel railing comprising of ISMC,MS flats, M.S bars and MS bolts , etc complete as per drawing and technical specifications clause 1208.2.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).

J. Road Furniture

Providing and Fixing of pmgsy logo Board at Starting Point as per drawing and details including cost and carriage of all materials from approved source to site of work.

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing.Three MS plates of 1.6mm thick , top and middle plate duly welded with MS flat iron 25mmx5mm size on edges The lower plate will be welded with MS angle iron frame of 25x25x5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded o 2 No. 75x75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450x450x600 mm , 600mm below ground level. the topmost diamond plate will be welded to middle plate by 47x47 mm of SWG steel plate tube .All MS 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, including cost and carriage of all materials from approved source to site of work.

Providing and fixing of Citizen Information Board as per drawing and detail including cost and carriage of all materials from approved source to site of work.

Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per B68rawing and technical specification Clause 1703. (Ordinary Kilometer stone: precast) including cost and carriage of all materials from approved source to site of work.

Construction of reference pillars as per figure 1600.1(b) as per Drawings and Technical specification clause 1602.1 including cost and carriage of all materials from approved source to site of work.

Construction of Boundry pillars as per figure 1600.1(b) as per Drawings and Technical specification clause 1602.1 including cost and carriage of all materials from approved source to site of work.

Providing and fixing of mandatory / cautionary / informatory sign boards to be fixed at different locations as per drawing annexed. including cost and carriage of all materials from approved source to site of work.

Construction of Job pillars as per figure 1602.4 as per Drawings and Technical specification clause 1602.3 including cost and carriage of all materials from approved source to site of work.

Maintenance for Five Years

1st Year

2nd Year

3rd Year

4th Year

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.

J.K Engineering Construction Co.

M/S SHAN CONSTRUCTIONS HOT MIX PLANT

Rash Builders India Private Limited