Package1 Recovery and reconstruction of road at Different location at Takdah Glenburn Samasty under Takdah Engineering Division, GTA.

(A) REOVERY AND RECONSTRUCTION OF ROAD FROM 8TH GOLAI TO 14 NO ROAD LENGTH 1 KM UNDER TAKDAH ENGINEERING DIVISION Earth work in excavation of foundation trenches or drains,in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches,levelling, dressing and ramming the bottom,bailing out water as required complete.(b) Depth of excavation dditional depth beyond 1500 mm and up to 3000mm but not requiring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough `-- Do -- -- Do - without rolling but including ramming.

Cost of Stone Boulder 150 mm of N. Bengal variety delivered and stack at site

Plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150mm and above,placed in position as directed excluding shuttering if any.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge

Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to all complete.

Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.

(B) REOVERY AND RECONSTRUCTION OF ROAD FROM 6TH NO ROAD TO 5 NO TAKDAH TEA ESTATE LENGTH 2 KM UNDER TAKDAH ENGINEERING DIVISION Earth work in excavation of foundation trenches or drains,in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom,bailing out water as required complete .(b) Depth of excavation dditional depth beyond 1500 mm and up to 3000mm but not requiring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough `-- Do -- -- Do - without rolling but including ramming.

Cost of Stone Boulder 150 mm of N. Bengal variety delivered and stack at site

Plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150mm and above,placed in position as directed excluding shuttering if any.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge

Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to all complete.

Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.

(C) REOVERY AND RECONSTRUCTION OF ROAD AT TAKDAH 8TH GOLAI UNDER TAKDAH ENGINEERING DIVISION Earth work in excavation of foundation trenches or drains,in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom,bailing out water as required complete .(b) Depth of excavation dditional depth beyond 1500 mm and up to 3000mm but not requiring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough `-- Do -- -- Do - without rolling but including ramming.

Cost of Stone Boulder 150 mm of N. Bengal variety delivered and stack at site

Plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150mm and above,placed in position as directed excluding shuttering if any.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge

Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to all complete.

Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.

(D) REOVERY AND RECONSTRUCTION OF ROAD FROM KANCHI GOLAI TO SIMANA GAON LENGTH 3.2KM UNDER TAKDAH ENGINEERING DIVISION Earth work in excavation of foundation trenches or drains,in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom,bailing out water as required complete .(b) Depth of excavation dditional depth beyond 1500 mm and up to 3000mm but not requiring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough `-- Do -- -- Do - without rolling but including ramming.

Cost of Stone Boulder 150 mm of N. Bengal variety delivered and stack at site

Plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150mm and above,placed in position as directed excluding shuttering if any.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge

Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to all complete.

Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.

(E) REOVERY AND RECONSTRUCTION OF ROAD FROM GLERNBURN FATAKTO BHALUKHOP UNDER TAKDAH ENGINEERING DIVISION Surface finish work Earth work in excavation of foundation trenches or drains,in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom,bailing out water as required complete .(b) Depth of excavation dditional depth beyond 1500 mm and up to 3000mm but not requiring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough `-- Do -- -- Do - without rolling but including ramming.

Cost of Stone Boulder 150 mm of N. Bengal variety delivered and stack at site

Plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150mm and above,placed in position as directed excluding shuttering if any.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge

Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to all complete.

Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.

(F) REOVERY AND RECONSTRUCTION OF ROAD FROM 10TH MILE OFFICE TO LAMAHATTA G.P OFFICEUNDER TAKDAH ENGINEERING DIVISION Earth work in excavation of foundation trenches or drains,in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom,bailing out water as required complete .(b) Depth of excavation dditional depth beyond 1500 mm and up to 3000mm but not requiring shoring.

Labour for laying 150 mm to 200 mm boulder soling including rough `-- Do -- -- Do - without rolling but including ramming.

Cost of Stone Boulder 150 mm of N. Bengal variety delivered and stack at site

Plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150mm and above,placed in position as directed excluding shuttering if any.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge

Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to all complete.

Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.

CROSS DRINAGE WORKS Earthwork in excavation for foundation of structures as per technical specification including setting out removing spreading or stacking spoils with in a lead of 150 m as directed and including trimming the sides of trenches ..all complete as per direction of E-I-C.

Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.

Hire & Labour charges all complete for slab of culvert and cross drain upto 3 mtr. Clear span ……….. Etc.

Providing formwork and staging including Hire & Labour charges for the same as required for foundation concrete works of. For walls, parapets etc

Providing formwork and staging including Hire & Labour charges for abutment and its components, retaining wall height up to 3 mtr.

Providing and laying Design Mix concrete for reinforced work in any part of bridge…..all complete. M-25Design Mix

Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.

Plum Concrete work with cement concrete(1:3:6) with 30mm down graded stone metal 40% and stone boulders of size 150mm above placed in position as directed excluding shuttering

Plaster with sand & cement motar including rounding of corners or chamfering corners as directed and including raking out joints 15mm th.plaster in 4:1 cement motar

Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and sizeat the backsides

(G) REOVERY AND RECONSTRUCTION OF ROAD FROM GHATTEY BRIDGE TO AAPBOTTAY UNDER TAKDAH ENGINEERING DIVISION Surface work B. By Mix in Place Method Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).a) Close graded GSB ii) Grading II

Water Bound Macadam Base Course 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 materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading -II Aggregate (53mm- 22.4 mm Using stone screening Type B- 11.2mm

Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M-30

Hire & Labour charges all complete for slab of culvert and cross drain upto 3 mtr. Clear span ……….. Etc.

(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iii) On Cement concrete pavement (Using Bitumen emulsion at the rate of 0.30 to 0.35 kg per sqm.)

Protective work Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .

Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.

Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any.

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.

Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.

Hand Packed rough dressed stone walls by masons with hard stones from approved quarries including all carriage of materials to site.

Filling properly the empty sausage crates with boulders of any size & shape with hand packing after preparation of bed of placement, placing the crate in position, carriage of boulders from road stacks with a lead upto 150m etc. complete in all respect including stitching the rest of the crate with wire (passage for filling boulders) after filling up the crate with boulders and launching the crate in position if necessary and as directed by the Engineer-incharge. [Rate provided is exclusive of the cost of stone boulders and sausage crate]

Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to all complete.

CROSS DRINAGE WORKS Earthwork in excavation for foundation of structures as per technical specification including setting out removing spreading or stacking spoils with in a lead of 150 m as directed and including trimming the sides of trenches ..all complete as per direction of E-I-C.

Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.

Hire & Labour charges all complete for slab of culvert and cross drain upto 3 mtr. Clear span ……….. Etc.

Providing formwork and staging including Hire & Labour charges for the same as required for foundation concrete works of. For walls, parapets etc

Providing formwork and staging including Hire & Labour charges for abutment and its components, retaining wall height up to 3 mtr.

Providing and laying Design Mix concrete for reinforced work in any part of bridge…..all complete. M-25Design Mix

Supplying bending binding and laying inposition steel reinforcement of different dimention in cement concrete work of different conponents in foundation and superstructure……… etc.

Plum Concrete work with cement concrete(1:3:6) with 30mm down graded stone metal 40% and stone boulders of size 150mm above placed in position as directed excluding shuttering

Plaster with sand & cement motar including rounding of corners or chamfering corners as directed and including raking out joints 15mm th.plaster in 4:1 cement motar

Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and sizeat the backsides

Surface Drinage work Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge

Supplying for boulder 150 mm to 200 mm boulder

Labour for laying 150 mm to 200 mm boulder soling including rough `-- Do -- -- Do - without rolling but including ramming.

Plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150mm and above,placed in position as directed excluding shuttering if any.

Providing and laying Design Mix concrete for plain/ reinforced concrete work in any part of bridge(excluding bottom plugging) with coarse aggregatesof appropriate nominal size and grading, fineaggregate (sand) conforming to proper grading zone,both of approved quality and cement, as necessary,including labour, cost and carriage of all materialsand including preparation of design mix, approval ofthe same by the Engineer-in- Charge and cost forquality control, sampling, testing etc. all complete butexcluding cost of labour and materials for formwork &reinforcement works. (cement supplied by contractor)

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge

Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface].

Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.

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Add 1 % Laboaur Cess