Upper Stand Road from Ch. 0.00 M to Ch. 1276.00 M

Amount

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.)

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) 'By Mechanical Means for items No. 202. Cement concrete Grade M15 & M20.

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) 'By Mechanical Means for items No. 202. Cement concrete Grade M15 & M20.

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) 'By Mechanical Means for items No. 202. Dismantling Brick / Tile work

Removal of Unserviceable Soil with Disposal up to 1000 metres. Removal of Unserviceable Soil with Disposal upto 1000 metres ( Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305 ).

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I.Ordinary soil /B. Mechanical Means (I)Without dewatering (ii) 3 m

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I.Ordinary soil A. Manual Means (I)With dewatering (ii) 3 m

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling the excavated earth to the extent required and utilising the remaing earth locally for road work .

Dry rubble Flooring, Construction of dry rubble flooring at cross drainage works for relatively less important works.

PCC 1:3:6 in Foundation (Plaincement concrete 1:3:6 normal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Stone manonary work in cement mortar 1:3 for substructure complete as per drawing and technical specification

Weep Hole Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1 V:20 H towards drain face. Complete as per drawing and technical specification.

Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications. TMT-IS 1786 (Fe500 D) primary producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

PCC / RCC Plain / Reinforced cement concrete in sub- structure complete as per drawing and technical specifications and steel shuttering formwork. (N) Without Plasticiser. G.RCC Grade M30, (a) Height up to 5m. Case II With batching plant, concrete mixer and concrete pump

PCC / RCC Plain / Reinforced cement concrete in sub- structure complete as per drawing and technical specifications and steel shuttering formwork. (N) Without Plasticiser. G.RCC Grade M20, (a) Height up to 5m. Case II With, concrete mixer .

PCC / RCC Plain / Reinforced cement concrete in sub- structure complete as per drawing and technical specifications and steel shuttering formwork. (N) Without Plasticiser. B.PCC Grade M20, (a) Height up to 5m. Case II With concrete mixer .

PCC / RCC Plain / Reinforced cement concrete in sub- structure complete as per drawing and technical specifications and steel shuttering formwork. (N) Without Plasticiser. PCC Grade M25, (a) Height up to 5m. Case II With concrete mixer .

PCC / RCC Plain / Reinforced cement concrete in sub- structure complete as per drawing and technical specifications and steel shuttering formwork. (N) Without Plasticiser. RCC Grade M25, (a) Height up to 5m. Case II With concrete mixer .

Back filling Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification. Sandy Materials

Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)

Providing and fixing in position Double Kerb Stone manufactured by GEMS and other as per BIS Specifications of size (300mm x 550mm x 100mm) in proper level and grade at footpath Edges, Divider Block etc. as directed and approved by the Deptt.. (Rate as per Analysis enclosed)

Applying one self-priming coat of acrylic emulsion coating of Unicem "Rakshak" brand by thinning 1ltrs of paints with 1ltrs of water over freshly plastered wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department.

Finishing wall with two coats of acrylic emulsion exterior coatings of Unicem "Rakshak" brand of required shade by thinning 1ltr. of paint with 750ml of water to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials as specified and directed by the department.

Extra over item no.13.5.2 above for every subsequent coat of acrylic emulsion exterior coatings of Unicem 'Rakshak' brand of required shade.

Supply of RCC Pipe NP 4 heavy duty non presure pipe 300 mm dia at site

Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding.

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up the interstices of coarse aggregate, watering and compacting to the reqd. density

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. ( a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.

Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes , 150mmin width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Brick masonary work in cement mortar 1:4 as per drawing and technical specifications.

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if Brick on flat soling

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

Plastering with cement mortar 1:3 on brick work in substructure as per technical specifications

PROVIDING IRON COVER WITH IRON CHANNEL(ISMC,ISMB) AS MANHOLE COVER ON RCC DRAIN.

Making of Wooden Floor at Gap of Iron Manhole During Construction

Cleaning and de-silting of road side drains / cross drains etc. by mechanical means with adequate road safety measures by providing caution boards / safety ribbons /proper barricading where necessary / proper lighting if necessary etc. without damaging the foot paths / slabs / road surfaces etc including immediate disposal of the semi liquid / silt / garbage/Floating materials/ Polythin etc. taken out from the drains/ culverts etc. upto a lead of 20.00 KM from the site within 24 hours as directed keeping the road surface / footpath etc. clean and as directed by the department . De-siltation work will have to be carried out as and when necessary as directed by the Engineer-in-Charge. (Measurement shall be taken on inside of the drain wall )

Providing, fitting and fixing in position of Ornamental Iron Grill of size 1500 x 750 mm at median/ footpath edge as directed by engineer in charge.

Providing, fitting & fixing in position Anti skid paver tiles and skater tiles( for differently abled persons) as per BIS specifications of Size (340mm x 340 mm x 25 mm) as directed and approved by the Deptt.

KUSHAL KONWAR