MRL21-Bageshwar Kapkot Tejam MR Km 18 to Pakad MR

Amount

Hill side Cutting

Earth work in Hill Road (Hill Side Cutting):- Excavation in Hilly area for construction of road in all types of soils, rocks and E&B etc. as met at site true to lines as per plan, L section Cross Slope, super elevation as required also including uprooting & cutting of bushes, dressing of road surface to the required level and slopes with all lifts & leads required for safe disposal of surplus excavated material at suitable dumping places indicated in Drawing by mechanical means/ manual means and including construction of required coolie walling for retaining and muck, without otherwise damaging Forest, Forest Land, Utilities, Private and Public Properties, including slip clearance till the completion of the work as directed by Engineer-in-charge as per Technical Specification Clause 1601, 1602 & 1603 of MORD Specification for Rural Roads 2014.

Ordinary rock

Hard rock

Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 of MORD Specification for Rural Roads 2014

25% of item no A

PROTECTION WORK

Excavation for Structures:- Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MoRD as per Technical Specification Clause 305.1&300

R/W and B/W

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204

Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.as MORD specifications)

R/W and B/W

Random Rubble Masonry laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, t & p & royalty etc, required for proper completion of work. MORD specifications)

R/W and B/W

HPS filling R/W

PLUM CONCRETE WALL

Excavation in foundation for retaining & brest walls (Plum)

Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014.

WIRE CREATE WALL

Excavation in foundation for retaining & brest walls

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI 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 (crate size 3.00m * 1.50m* 1.25m) as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

PARAPET

Excavation in foundation for retaining & brest walls

Nominal mix 1:3.6

Random Rubble Stone Masonry laid in 1:5 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per MORD specifications)

Flush Pointing with cement mortar 1:3 in front side of parapet

plaster in 1:4 C.S motar on stone masonry in back side and both sides of the parapet

25mm thick P.C.C M20 in top

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Providing and fixing of C.C Edge Stones 12cm *12cm*60cm size precast in M15 cement concrete with 4 nos. 8 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation.

DRAINAGE WORK

Construction of K.C. type Pucca drain as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work. as directed by Engineer-in-charge and MORD Specification Clause 1606.

Excavation in foundation for retaining & brest walls Excavation in foundation

Random Rubble Stone Masonry laid in 1:5 cement and sand mortar.(As per MORD specification

Plastering with cement mortar (1:4), 15 mm thick on Stone masonry in substructure as per technical specification Clauses 613.4 & 1204 including supply of all material, labour, T. & P. etc. required for proper completion of the work.

The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.

CROSS DRAINAGE WORK

Construction of causeway with plain cement concerte 1:3:6, C.C. 1:1.5:3 including supply and fixing of M.S. steel reinforcement and requried excavation etc. completed all respect as per drawing approved by CE Level - I P.W.D. Uttarakhand.

Excavation in foundation for retaining & brest walls

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 . (Dry Khranga)

P/L M10 grade P.C.C. in open foundation as per MoRD specification including all material labour T&P etc. as directed by Engineer in charge.

P.C.C M 25 for Causeway

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue

Scupper 1 mtr span

Excavation in fountation

Nominal Mix M 10 (1:3:6)

Random rubble stone Masonry laid in 1:5

PVC pipe weep hole (100 mm dai)

RCC Grade M 25

PCC grade M-25 for Flooring

Hand packed stone filling

HYSD steel

Construction of Catch pit

Excavation in foundation

Random Rubble Stone Masonry laid in 1:5

R.R Dry

SUBGRADE PREPRATION WORK

Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

Excavation in Cutting in Soil by manual means with lead upto 50 m.Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3(for making superelevation)

Super elevation Half cut & Half fill in road width Super elevation B = (6.6+6.9)/2 i e =6.75m-1.20m=5.55m Super elevation H(for10%)=5.55x10% =0..55m Average H= (0.00+0.55+0.0)/3 = 0.183m Say=0.18m Taking Avg.15 No. curve in 1.00 Km. and Taking 20.00m Length avg.one curve.Total length avg.15.00x20.00=300.00M./Km.

Construction of Embankment with Material Obtained from Roadway cu.m Cutting 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 (for patri Filling)

Pattri filling after GSB Inter & Top Coat including suplly of all material labour as per specification in the both side of pavement.

COOLIE WALLING

Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) H= (0.60+0.30)/2=0.45m (Taking70% of Road Length )

PAVEMENT WORK

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 Gravel mix soil (for Stage-II only)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

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

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Bituminous Concrete with Warm Mix Technology Providing and laying Bituminous Concrete with 60-90 TPH batch type hot mix plant roducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder and warm mix additive @ 0.4% by weight of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix)

ROAD FURNITURE

Providing and Fixing 'Logo' of PMGSY Project 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. ettering 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

Title Information Board with PMGSY Logo

Citizen information board with PMGSY Logo

Citizen information board with PMGSY Logo(For maintenance)

PMGSY Logo Board

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 of MORD Specification for Rural Roads 2014. - Ordinary Kilometer Stone (Precast)

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 of MORD Specification for Rural Roads 2014. - 200 m stone (precast)

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 of MORD Specification for Rural Roads 2014 - 5th Kilometre Stone (precast)

Semi reflective cautionary, mandatory and informatory sign board (i) 900 mm equilateral Triagle

Semi reflective cautionary, mandatory and informatory sign board (ii) 600 mm circular

Semi reflective cautionary, mandatory and informatory sign board (iii) 800 mm x 600 mm rectangular

Semi reflective cautionary, mandatory and informatory sign board (iv) 900 mm side octagonal

OTHER WORKS

To carry out Preliminary survey for alignment including prepration of General L- section & bush cutting for survey prepation of forest and nap land paper for proposal, detail survey including bush cutting for proposal, detail survey including bush cutting for survey and prepration of Detail report (DPR including detail place, X- section, L- section, each item including supply of all material, labour, T@P etc reguired for proper complection of work as per direction of Engineer-in-charge).

Maintainance Activities:

Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907. 3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 . 4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908. 5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910. 7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912. 8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year). 9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.

Ist Year

IInd Year

IIIrd Year

IVth Year

Vth Year

Neeraj mishra