Construction of rural road to harni village at Dewal block (Length-3.95 Km.) including steel girder bridge (48m span)

Amount

Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications.

Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications

Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.

Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.

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

Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)

Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)

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 Super Elevation.

Excavation in foundation for retaining & breast walls in all types of soils and rocks cu.m including lead, lift and disposal of surplus material as per direction of engineer - in -charge

Random Rubble Stone Masonry laid in 1:6 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 PWD Uttarakhand specifications)

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. cu.m complete.

Providing and laying of wire crates 3.00x1.50x1.50 in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 Earthwork in excavation for structures as per drawing and technical specification FOR KUTCHA DRAIN

Construction of hill side drain in accordance with the requirement of specifications for true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 Earthwork in excavation for structures as per drawing and technical specification FOR PUCCA DRAIN

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 Stone masonry in cement mortar 1:6

Construction of hill side drain in accordance with the requirement of specifications true to lines and grades. Dimesions and other particulars as per drawing and Technical Specification Clause 1606.1 Cement plaster 15 mm thick 1:4 on stone masonry

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.

Excavation in foundation for retaining & breast walls in all types of soils and rocks cu.m including lead, lift and disposal of surplus material as per direction of engineer - in -charge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6

Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)

Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 Stone masonry in cement mortar 1:5

H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. cu.m complete.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25

Supplying, fitting, and placing MS bar reinforcement in superstructure complete as tonne per drawing and technical specifications Clauses 1002, 1010 and 1202.(As per MORD specification no. 1002.1 and IS 1786:2008 clause no. 1.6, Steel shall be procured from original/primary steel producers only and no re-rolled steel shall be used.)

Providing and laying plain cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 P.C.C M 20

Excavation in foundation for retaining & breast walls in all types of soils and rocks cu.m including lead, lift and disposal of surplus material as per direction of engineer - in -charge

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6

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 per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction

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

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 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 200 m stone (precast)

Providing edge stones on valley side of formation as per drawing and technical specification clause 1608.2.6 (Per No.)

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm

Constructon of Damage Briddle Road/Village Path in Excavation

Constructon of Damage Briddle Road/Village Path in R.R. dry stone khadinja

Constructon of Damage Briddle Road/Village Path in C.C 1:2:4

Earth work in excavation of foundation of structures as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. in Odinary Soil Up to 3.0 M

Earth work in excavation of foundation of structures as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. in Odinary soil 3.0 to 6.0 M

Earth work in excavation of foundation of structures as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works in Odinary soil above 6.0 M

Providing and laying M15 grade PCC using 43/53 grade Ordinary Portland Cement below foundations and approach slabs as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works.

Providing and placing M25 grade cement concrete (RCC) in foundations using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand including the cost of centring and shuttering (excluding the cost of reinforcement only which shall be paid separately)with all leads, lifts/depths and all complete as per the Drawings,Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works.

Providing and placing M25 grade cement concrete (RCC) for the construction of abutments, abutment caps, return walls, dirt walls, wing walls, bearing pedestals, reaction blocks etc. using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all types of shuttering, staging, scaffolding, necessary tools, plants, machinery and all related operations as required to complete the work with all leads, lifts and depths true to level and position all complete excluding only the cost of reinforcement which shall be paid separately.

Providing, testing and installation of POT/POT-CUM-PTFE bearings (free/guided/fixed/pin bearings) of specified capacity (vertical load upto 170t & horizontal load upto 45t) as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: 83 (Part III). Item to include cost of the bearing design as per the provisions of IRC: 83 (Part III) by the bearing manufacturer based on forces and movements given in the Drawings, all the operations required for installation of bearings, all the materials, labour, equipment and incidental work required to execute the job. The bearing design and drawings shall be got approved from the Engineer-in-charge well before start of the fabrication of bearings. The bearings shall be tested as per the provisions of IRC: 83 (Part III) in the presence of authorized representative of the Department. The installation of bearings shall be done in the presence of authorized representative of the bearing manufacturer who shall certify the quality of work. Fixed

Providing, testing and installation of POT/POT-CUM-PTFE bearings (free/guided/fixed/pin bearings) of specified capacity (vertical load upto 170t & horizontal load upto 45t) as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: 83 (Part III). Item to include cost of the bearing design as per the provisions of IRC: 83 (Part III) by the bearing manufacturer based on forces and movements given in the Drawings, all the operations required for installation of bearings, all the materials, labour, equipment and incidental work required to execute the job. The bearing design and drawings shall be got approved from the Engineer-in-charge well before start of the fabrication of bearings. The bearings shall be tested as per the provisions of IRC: 83 (Part III) in the presence of authorized representative of the Department. The installation of bearings shall be done in the presence of authorized representative of the bearing manufacturer who shall certify the quality of work. ( L.G.)

Providing weep holes in abutment walls, return walls, wing walls etc. with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards draining face as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all labour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. Measurement shall be made for actual length of weep holes.

Providing and laying of Filter Media with granular materials/stone, crushed aggregates satisfying the requirements of Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, return wall, wing wall etc. to the full height compacted to a firm condition complete as per the Drawings and Specifications. Item to include all labour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. Measurement shall be made for actual compacted finished volume of filter media.

FABRICATION OF TRUSS: Providing, shop fabricating, assembling & ground erection, testing, transporting (from workshop to work site) and storing (in workshop/work site) Grade 'B' structural steel (rolled sections and built-up sections using steel plates & rolled section conforming to IS: 2062 with yield strength of 250MPa i.e. Fe250) in steel truss (including top & bottom chord, vertical/diagonal members, stiffeners, gusset/cover plates etc.), plan bracings, cross girders/diaphragms, shear connectors etc. supporting RCC deck slab as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: 24 Specifications. Item to include all types of temporary structures, necessary templates, cutting, grinding, drilling, welding, necessary tools, plants, machinery, labour and all related operations as required to complete the work in all respect.

ERECTION OF TRUSS: Erecting and placing/fixing in position Grade 'B' structural steel (rolled sections and built-up sections using steel plates & rolled section conforming to IS: 2062 with yield strength of 250MPa i.e. Fe250) in steel truss (including top & bottom chord, vertical/diagonal members, stiffeners, gusset/cover plates), plan bracings, cross girders/diaphragms etc. supporting RCC deck slab as per the Drawings, Specifications enclosed with the tender document, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: 24 Specifications. Item to include all types of staging, scaffolding, necessary templates, temporary structures, necessary tools, plants, machinery and all related operations as required to complete the work with all leads, lifts/heights, true to level & position complete in all respect.

Providing and placing in position M 25 grade cement concrete (RCC) in cast-in-situ deck slab using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all types of shuttering, staging, scaffolding, necessary tools, plants, machinery and all related operations as required to complete the work with all leads, lifts and depths true to level and position all complete excluding only the cost of reinforcement which shall be paid separately. The scope of work in the item primarily includes:

Providing fitting and fixing mild rail railing complete as per drwaing and technical specification 22 pannel 4.50 for each

Providing and placing in position TMT (Fe 500 Grade) reinforcement bars in various structural elements of the bridge (i.e. foundations, substructure & superstructure) including cutting, straightening, bending, fabricating, storing, binding with mild steel annealed binding wire of 18 SWG, fixing in position complete as per the Drawings, Specifications enclosed with the tender document & Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress Specifications for Bridge Works. Total steel in foundations

Providing and placing in position TMT (Fe 500 Grade) reinforcement bars in various structural elements of the bridge (i.e. foundations, substructure & superstructure) including cutting, straightening, bending, fabricating, storing, binding with mild steel annealed binding wire of 18 SWG, fixing in position complete as per the Drawings, Specifications enclosed with the tender document & Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress Specifications for Bridge Works. Total steel in abutments

Providing and placing in position TMT (Fe 500 Grade) reinforcement bars in various structural elements of the bridge (i.e. foundations, substructure & superstructure) including cutting, straightening, bending, fabricating, storing, binding with mild steel annealed binding wire of 18 SWG, fixing in position complete as per the Drawings, Specifications enclosed with the tender document & Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress Specifications for Bridge Works. Deck slab & approach slab

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

Providing and placing in position M30 grade cement concrete (RCC) in cast-in-situ approach slab using 43/53 grade Ordinary Portland Cement, 20mm & down stone aggregate and approved quality sand as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all types of shuttering, bitumen filler type joint between approach slab & dirt wall all complete. Item to include all labour, materials, tools, equipment, safety measures and incidentals necessary to complete the work to Specifications. The minimum slump of concrete shall be 75mm at the time of placement of concrete. Measurements shall be made for the finished volume of concrete only. Cost of reinforcement (12mm dia.bars @ 150mm c/c bothways on both faces) shall not be paid separately and the same shall be included in the quoted rates.

Providing and installing single strip seal expansion joint with a total allowable movement capacity of 70mm as per Drawings, Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works and IRC: SP: 69 'Guidelines & Specifications for Expansion Joints' and duly supplemented with manufacturer's recommendations. Entire installation is to be carried out strictly in the presence of manufacturer's representative only at all times who shall certify the quality of work. Item to include necessary provision and filling of recess for the expansion joints at no extra cost. The seal of the expansion joint shall be such as not to permit any dust collection at all times. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for the actual length of expansion joint provided.

Providing and fixing drainage spouts as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRT&H)/Indian Road Congress (IRC) Specifications for Bridge Works. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for actual number of drainage spouts provided.

Providing and laying Cement concrete wearing coat M-25 grade including reinforcement complete as per drawing and Technical Specifications.

Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701.

Earth work in excavation for retaining walls etc as per the Drawings, Specifications enclosed with the tender document and Ministry of Road Transport & Highways (MoRTH)/Indian Road Congress (IRC) Specifications for Bridge Works.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204.(Randum Rubble Masonary in Cemant Mortar 1:5)

Hand Packed stone filling in back of wallls including cost of all materials, royality,T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

Providing concrete for plain/reinforced concrete in sub-structure complete as per drawings and technical specifications Clause 802,804,805,806,807,1202, & 1204 (PCC Grade M20)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

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 per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction

Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611 Ist year

2ND YEAR

3RD YEAR

4TH YEAR

5TH YEAR

Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work (PMC014) 1ST YEAR

2ND YEAR

3RD YEAR

4TH YEAR

5TH YEAR

Providing and laying of boulder apron laid in wire crate 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 as per drawing and techniacal specification 1301 (MORD 14-2) 1ST YEAR

2ND YEAR

3RD YEAR

4TH YEAR

5TH 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) (MISS 1-6) 1ST YEAR

2ND YEAR

3RD YEAR

4TH YEAR

5TH YEAR

ROUTINE MAINTENANCE 1ST YEAR

2ND YEAR

3RD YEAR

4TH YEAR

5TH YEAR

Ms KGL Infrastructures

G. S. Matiyani And Sons

M S Associates