Upgradation and Maintenance of road from T01-Kakapora Padgampora road to Banderpora Stage-U (Batch-I, 2019-20) Package No. JK10-2001, Length 9.00Kms PMGSY Division Pulwama

Amount

Part "A" Site Clearance

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.(Chapter 2, 2.2 ii)

Cutting of trees i/c cutting of trunks, branches & removal of stumps & roots refilling,compaction of backfilling & stacking of servicible mat. with all leads & lifts as per T.S.Clause 201 I/C Uprooting and Removing Stumps & Roots .

a). Girth 300mm - 600 mm

b). Girth 600 mm - 900 mm

c). Girth 900mm.- 1800mm

d). Girth 1800mm.- 2700mm

Uprooting and Removing Stumps & Roots

a). Girth 300mm - 600 mm

b). Girth 600 mm - 900 mm

c). Girth above 900mm.- 1800mm

d). Girth 1800mm.- 2700mm

Part "B" Earth Work

Excavation in soil in Hilly areas by Mechnical means incl cutting & trimming of side slopes and tranch excavation disposing of excavated earth with a lift upto 1.50 m and a lead upto 20m as per technical specification clause 1603.1

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

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

a).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

Part "C" Pavement

Scarifying existing bituminous surface by mechanical means & disposal of scarified material to some suitable place with all lead & lift as per technical specifications clause 301.5

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)

WMM: Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug miller), 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 100 KN weight to achieve the desired density including lighting, barricading & maintenance of diversion, etc as per tables 400.11 & 400.12 & technical specification clause 406 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)

Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (Low Porosity) 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)

Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. 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)

Bituminous Macadam : Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. 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.

20mm thick OGPC: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 80-100 kN static roller capacity, finished to required level and grades 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 cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured)

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 B as per Technical Specification Clause 510 (By Mechnical Means) 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)

Shoulders :- Development of shoulders Using GSB 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 cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured)

Part "D" Cross Drainage,Culverts, 1 No RCC Box type Culvet 2m 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.

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 cariage 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 foundation 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 cariage 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 Substructureas 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 cariage 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 Superstructureas 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 cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured)

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 cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured)

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 and technical specifications clause 614, 709, 1204.3.7.

Dewatering of trenches by mechanical means/ diversion of nallah by way of construction of ring bunds during execution of work if found necessary including diversion of traffic, hire charges of private land used, hire charges of pipes required including cost and carrieges og all materials including RBM to be used for diversion of traffic during execution of work and making the things good after completion of job by way of removal of diversion etc.

Providing and laying filter media with grannular crushed aggregates as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawings and technical specification clause 1204.3.8.

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

500mm dia Pipe Culvert

Dismentalling of flexible pavements and disposal of dismentalled materials up to a lead of 100m , stacking serviceable and unserviceable materials as per Techanical Specification Clause 202

a). Bituminous Courses by Manual Means

b). Granular Courses by Manual Means

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.

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 cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured)

Type A (Concrete Cradle) Bedding, Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) 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)

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 cariage 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 pipe NP3 (buried conduits) for culverts on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 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)

500mm dia

Back filling in Foundation Trenches as per drawing and Techanical Specification Clause 1108 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)

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 ordinary soil.

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 cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured)

Providing concrete for plain/reinforced concrete in foundation 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 cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured)

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 20, Nominal mix (1:2:4)] 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)

Plastering with cement mortor (1:4), 15 mm thick on brickwork in substructure as per technical specifications Clause 613.4 and 1204 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)

Providing and laying reinforced cement concrete in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 {R.C.C grade M 20 Nominal mix (1:2:4)} ( Approach Slabs ) 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)

Supplying, fitting, and placing TMT bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 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)

Providing and laying of Kitchen water disposal pipes in built up areas at required spots incl. earth work excavation and laying of pipes in required slope, jointing / testing of pipes incl. providing necessary cushion to the pipes including all material and labour

Part "F" Protection Work, R/Wall and Edge 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 sidea and bottom and backfilling in trenches with excavated suitable material. All sorts of soil. P-43, Item no 11.1(i).

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 cariage 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 masonary, uncoursed brought to course in cement sand mortar 1:5 with quarry stones in foundation and plinth incl. cost of bond nstones and levelling up at specified levels with M-5 grade (stone aggregate 20mm size) 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)

Polygonal/ Random Rubble masonry, uncoursed brought to course with quarry stones laid DRY in foundation and plinth incl cost of bond stones.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)

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)

Providing concrete for plain/reinforced concrete in open foundation 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 cariage of all materials from approved source to site of work, with all leads , lifts, loading , unloading and octori.( finished work to be measured)

Backfilling behind abutment wing wall and return wall complete as per drawings and technical specifications 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 )

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height , compacted to firm condition complete as per drawings & technical specification Clause 1204.3.8

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 as per drawing Clause 1701 and Annexure 1700.1 Drwing No.JK10DA 8 enclosed (Chapter10,10.16)

Citizen infarmative board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details.

Maintenance board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details.

PMGSY LOGO BOARD:-Providing and fixing of PMGSY Board with typical LOGO as per MORD specification and drawing.

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) Chapter 10,10.10

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 Chapter 10, 10.11

Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 Chapter 8,8.2(1)

Back Pillars/Bench Pillars:-Construction of back pillars/Bench Pillars as per figure 1600.1c, as per drawing and technical specification clause 1602.3 Chapter 8,8.2 (2)

Retro-reflectorised traffic signs as per clause 1701

Initial 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.

MS Hamdaniya Constructions

M/S HI-TECH ENGINEERS

M/S HILALMIXING PLANT

UMAR SOIL CONSTRUCTIONS

Crown Construction

M/S SHAN CONSTRUCTIONS HOT MIX PLANT

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