UT-01-220 KHIRA TO MALUDHAR VIA CHALERASEEM

Amount

Hill Side Cutting

Earth work in hill road (hill side cutting)Excavation in hilly area for construction of road in all type of soils ,rocks & E&B etc. As met at site , true to lines as per plan.! Section , cross slope, super elevation as required also incuding uprooting & cutting of bushes , dressing of road surface to the required level and slopes, with all lift & leads required for safe disposal of surplus escavated material at suitable dumping places indicated in drawings by mechanical means / manual means and including construction of required coolie walling of minimum height of 0.60ml with the stones available from the required hill side cutting for retaining the muck , without otherwise damage the forest land ,utilities ,private and public properties , including slipo clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excated material). till the completion of the work as per part II special conditions of contract , MORD specification Clause 1601,1602 & 1603 and as per direction of Engineer In Charge .

Protection work

Excavation fpr 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 agt 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. requiredfor proper completion of work in according with the MORD.

Random Rubble stone masoory for structres laid in 1.5 cement & sand mortal by locally available approved stones and sand from approved quarry including supply of all material, labour, T&P etc. required specification of cross drainage structure, retaiining walls, beast walls & other similar structure etc. as directed by En gineer - in -Charge .

Random Rubble stone masonry for structure laid by locally available approved stone , including supply of all materials labour , T&O etc required for proper completion of work as per drawing as per MORD specification for retaining walls & other similar structures as

Providing weepholes in bricks masonry / stone masonry, plain/reinforced concrete abutment , wing all , return return wall with 100mm dia AC pipe extending through all the full width of the structures with the slope of 1 (v) 20 (H) towards drawing face complete as per drawing and technical specification Clauses 614/09/2048

Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments wing walls etc. by locally available approved stone including supply of all material , labour T&p etc. required for proper completion of the work as directed by Engineer - in -charge

Providing Edge stone on valley side of formation as per drawing includding supply of all materials, labour T&P etc. required for proper completion of the work as per MORD specification and as directed by Engenier-in-charge

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS 280 and IS 4826 in 100mm x 100mm mesh (woven diagonally ) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification clauses 1301 for

Parapet as per standard drawing attached with R>R stone masonry laid in 1.5 cemnt and sand mortal,without base concrete including supply of all material ,labour T&P etc. required for proper completion of work as per direction of

R.R stone masonry in 1:5 C & S

flush pointing with cement mortal 1:3 in front side of

plaster in 1 4 CS mortal on stone masonry in back side and both side of the parapet

White washing of parapet walls of CD work and tree trunks White washing two coats on parapet walls and tree trunks including prepration of surface by cleaniung scraping etc. as per technical specification clauses 1915.

Plain /reinforced cement concrete M20 in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 ans 1204.

Side Drain

Construction of hill side kucchu drain in accordance with the requirment of specification true to line and grades.Dimension and other particulars as per drawing including all material labour T&P . Etc. required for proper completion of the work as directed by Engineer in charge .

Sub total of drainage work

Cross Drainage Works

Causesway

Excavation for structure - Excavation in foundation for retaining walls, breast walls in all types of soils and rocks including lead , lifts and disposal of surplus material as per direction of engineer in charge

Random Rubble Stone Masonry laid in 1:5 cement and sand mortal ,in breast walls retaining walls retaining walls,parapet ,scuppers etc.including supply of all material,labour T&P and royallities etc. (As per PWD uttrakhand specification )(for Kharanta on Causeway)

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 the work (As per PWD Uttrakhand specifications )( For kharanta on causeway)

Hand picked stone filling in the back of retaaining walls ,abutments ,wing walls etc.by locally available approved stone including supply of all material ,labour T&P etc. required for proper completion of the work (As per PWD Uttrakahnd specification )

Cement plum masonry with 40%plum &60%1:3:7 cement concrete including supply of all material , labour, T&P etc required for proper completion of the work (As per PWD Uttarakhand Specifications)

Supplying ,fitting and placing HYSD bar reinforcement in foundation as per drawing and technical specification clauses 1000 & 1202

Scupper 28 Nos. Total

Excavation in foundation in scupper

R.R stone masonry laid m 1.5 cement mortal

Weep holes

PCC M 25 in wafretway

H P stone filling

Supplying fitting and placing HYSD bar reinforcement (fe 415 ) in substructure

R R stone masonry laid dry

RCC Culvert /Minor Bridges

Excavation in foundation

Course rubble stone masonry in 1 :4

Course rubble stone masonry in 1 :5

R.C.C grade M 25 in foundation

R.C.C grade M 25 in substructure

R.C.C grade M 25 in substructure

HYSD in substructure

HYSD in substructure

Steel railing

Wearing course over deck slab

Weep holes for abutment

drainage spouts

Colour / painting of Bridge

Pointing with 1:3 cement & sand

HP stone filling

Road Furniture

Providing and fixing of 5th Killometer stone as per standard drawing PCC M10 grade, including excavation of pit, painting and printing letters on killometer stone with two coart of synthetic enamel paint of approved quality as detected by engineer in charge .

Same as above but K.M stone

Providing and fixing of Hectormeter stone as per standard drawing made of precast R.C.C M15 grade fixed with P.C C M10 grade , including excavation of pit, painting and printing leteers on killometer stone with two coat of sythetic enamel paint of approved quality as directed by Engineer in charge.

Providing and fixing of typical PMGSY Title 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 25mm 5mm. The angel iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos . 75mm X 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 600, 600mm below ground level . The top most diamond plate Lettering and printing arrows , border etc. will be painted in required shade and colour . all sections of framed posts epoxy paint as per drawing Clauses 1710 and Annoxure 1700.1

Same as item no. 20 but Maintenace Board

Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view trhe detail of the road) as per standard drawing dully painted and written as directed by Engineer In Charge / as per MORD specification for RURAL Roads 2014

Semi Reflective Traffic signs Providing and fixing of Logo , semi reflective cautionary , mandatory and informatory sign board as per IRC: 67 made of 1.5mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective tape engineering grade as per Clause 1701 3.9 of MORD for Rural Roads of required letters and figures with reflective tape engineering grade as per clause 1701 3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm x12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundstions with M-15 grade cement concrete 450mm x 450mm x 600mm , 600mm below ground level as per approved drawing and technical Specification Clauses 1701 ( 0.45x 30) sqm

Semi reflective traffic sign direction and place identification signs up to 0.9 sqm size board providing and erecting direction and place identifications of semi reflective sign board as per IRC:67 made of 2mm thick M.S sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective boarder of 70mm width and required message ,letters, figures with reflective engineering grade tape as per MORD specifications of required shade and coloured . Supported and welded on 47mm x47mm of 12 SWG square tube of 3050 mm height duly strethened by 25mm x 5mm M/s flat iron on edges on back firmly fixed to the ground by means of properlydesigned foundations with M-15 grade cement concrete 450mm x 600mm. 600mm below ground level as per approved drawing and technical specification clauses 1701 (0.45 x 0.30) Sqm.

OTHER WORKS

Construction of Reference Pillars (totally under ground ) of length 200mm ,width 200mm and height 300mm) as per fig.1600.1 (b) and technical specification for rural roads.

Construction of Back Pillar, of length 300mm , weidth 300mm and height 400mm of which 100mm shall be below ground leve las per Fig. 1600.1 (b0 and Technical Specification Clauses 1602.3 of MORD specification for rural roads .

Construction of Job Pillers of length 400mm ,width 400mm and km height 600mm of which 100mm shall be below ground level as per fig. 1600.1 (d) and technical specification clause 1602.4 of MORD specifications for rural roads

Development of Dumping place

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS 280 and IS 4826 in 100mm x 100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification clause 1301

Maintenance Activities:

Emmergency Maintenance Activities :

Deploying Hydraulic Excavators of 0.90 Cum Bucket for clearance of major slip in all type of soil, rock and boulders including its operator, fuel, all other charge and taxes required for proper completion of work.

Ist Year

IInd year

Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , as directed by Engineer-in-charge and as per PWD specifications 8.90 ( For Opening Communication Only )

Ist Year

IInd year

Providing and Laying of Boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS : 280 & IS:4826 in 100 mm x 100 mm mesh ( woven diaonally ) including 10 % extra for laps and joints laid with stone boulders weighing not less than 25 Kg each As Per drawing and Technical Specifications clause 1301

Ist Year

IInd year

Major Slip Clearance in all type of soil, Rock and Boulders including cost of all material, machine, T & P and Taxes etc required for proper completion of work as per MORD specification, clause 1611

Ist Year

IInd year

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] 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