Construction of road from PWD Road to Jhiripani under CRPF Camp in the District of Kandhamal for the year 2025-26

Clearing and grubbing the road land including uprooting Rank vegetationgras bushes shrubs etc. Complete

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechancial means within a lead of 5Kms, spreading, grading to required slope and compaction to meet requirement of table 300-2 & Clause 305 of MOSRT&H Specifications for road & Bridges work etc. Complete

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 as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (Excluding cost of excavation and transportion to site).

Providing & laying Granular Sub-Base in layers not excding 225 mm watering and compactin ot required density in OMC with Vibratory Roller including hire and running charges of VRR etc. complete.

Providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller 8-10 tonnes in stages to proper grade and chamber, applying and brooming requisite type of screening/binding aggregate, watering and compacting to the required density as per clause 404 of MoSRT&H specificarions for road & Bridge works etc. complete.

WBM Grading No-II (63-45mm Size)

WBM Grading No-III (53.22.4mm Size)

Construction of un-reinforced, plain cement concrete pavement over a prepared sub-base with 43 grade cement @400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in abatching and mixing plant as per approved mix design, transported to site, laid with afixed form or slip form paver, spread compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint debonding strip, dowl bar, tie rod, admixtures, as per drawing and as per clause 602 of MOSRT&H Specifications for Road & Bridges work etc. complete

Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).

Providing,laying and rolling of opengraded premix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates with batch type hot mix plant and using 60/70 penetration grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a smmoth wheeled roller 8-10 tonne capacity, finished to required level and grades as per clause 511 of MoSRT&H Specifications for Road & Bridge Works(4th Revision).

Providing and laying 6mm thick precoated seal coat Type-B using 0.06cum of 6.7mm size chips and 6.80kg of 60/70 penetration grade of bitumen for 10sqm with 100-120 TPH

Fine dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per Sepification and direction of Engineer-in-charge.

Road Signage

Fixing of road cautionary Sign

600mm equilateral triangle

600mm Circular

Concrete Road (CC Road)

Providing & laying Granular Sub-Base in layers not exceding 225 mm watering and compacting to required density in O.M.C with Vibratory Roller including hire and running charges of VRR etc complete.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheeled steel roller8-10 tonnes in stages to proper grade and chamber,applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density as per clause 404 of MoSRT&H specificarions for Road & Bridge works(4th Revision) .

Construction of un-reinforced, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MOSRT&H Specifications for Road & Bridges work (4th Revision).

Toe Wall

Filling sand supplying & filling good clean river sand of approvaed qulity including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Eingineer in charge.

Plain cement concrete M-15 grade in Foundation complete as per drawing and technical as per specification & direction of Eingineer in charge.

Providing weep holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2H towards force etc. complete as per specification & direction of Eingineer in charge.

Concrete Drain

Earth work in excavation of foundation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excatated earth away from the site etc. all complete as per the direction of Engineer in Charge.

Filling san supplying & filling good clean river sand of approvaed qulity including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Eingineer in charge.

Plain cement concrete M-15 grade in Foundation complete as per drawing and technical as per specification & direction of Eingineer in charge.

Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical as per specification & direction of Eingineer in charge.

Plain Cement Concret PCC M20 nominal mix in levelling course bwlow open foundation of Head walls as per drawings & Technical Specification as per specification & direction of Eingineer in charge.

Cross Drainage

Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.

Filling sand- supplying & filling good clean river sand of approvaed qulity including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Eingineer in charge.

Plain cement concrete M-15 grade in Foundation complete as per drawing and technical as per specification & direction of Eingineer in charge.

Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.

Plain cement concrete M-15 grade in Sub-Structure complete as per drawing and technical as per specification & direction of Eingineer in charge.

RCC Slav Culvert (1x2.00x2.00)

Earth work in excavation of foundation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excatated earth away from the site etc. all complete as per the direction of Engineer in Charge.

Filling in foundation trenches as per drawing and technical specification clause 305.3.9 of MORDand as per direction of Engineer in charge

Providing M10 with C.C ( 1:3:6) with 40 mm size down graded metal including cost, conveyance, royality etc complete

Plain cement concrete M-15 grade in complete as per drawing and technical specification.

Plain Cement Concrete PCC M20 nominal mix in levelling course below open foundation of Head walls as per drawings & Technical Specification

Providing Concrete for reinforced cement concrete of M25 in Superstructure complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge

Construction of R.C.C. railing of M 30 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications direction of Engineer in charge.

Proving R.C.C M-30 Casting in Wearing Coat including cost canveyance rayality & taxes of all materials cost of all labour T&P etc, complete.

Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge

Providing & laying of fiter media with Hand Broken aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behiend abutment, wing wall & return wall to the full height compacted to a firm condition complete as per direction of Engineer in charge.

Rough stone dry packing/ Boulder Pitching /Boulder in approns and revtments with hard stone (15cm to 30 cm) including cost of all materials etc complete. etc. complete as per specification & direction of Eingineer in charge.

Maintenance

Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge (Quantity /Km 2x1000x1.125x0.30=675.00Cum)

1st year Take 0.6% of the area

2nd year 33% excess over 1st year

3rd year 67% excess over 1st year

4th year 100% excess over 1st year

5th year 133% excess over 1st year

1st year Take 0.6% of the area

2nd year 33% excess over 1st year

3rd year 67% excess over 1st year

4th year 100% excess over 1st year

5th year 133% excess over 1st year

Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903. (Area/Km 2x1000x1.125=2250.00Sqm)

1st year Take 0.6% of the area

2nd year 33% excess over 1st year

3rd year 67% excess over 1st year

4th year 100% excess over 1st year

5th year 133% excess over 1st year

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge. (Area/Km 1000x3.75=3750.00Sqm)

1st year Take 2.9% of the area

2nd year 42% excess over 1st year

3rd year 87% excess over 1st year

4th year 130% excess over 1st year

5th year 171.00% excess over 1st year

Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.

1st year

2nd year

3rd year

4th year

5th year

Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MORD as per direction of the Engineer in charge.

1st year

2nd year

3rd year

4th year

5th year

Maintatenace of 200m km stone by way of refting of tilted stones repairs with cement mortar cleaning repairing and lettering on 200m km stone and 5th km stone as per drawing and technical specification clause 1912

1st year

2nd year

3rd year

4th year

5th year

Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in

1st year

2nd year

3rd year

4th year

5th year

Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.

1st year

2nd year

3rd year

4th year

5th year

Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge.

1st year

2nd year

3rd year

4th year

5th year

Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge

1st year Take 0.6% of the area

2nd year 33% excess over 1st year

3rd year 67% excess over 1st year

4th year 100% excess over 1st year

5th year 133% excess over 1st year

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.

1st year

2nd year

3rd year

4th year

5th year