KADA

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

Earth work excavation in Hard Rock (blasting Prohibited) with using hydraulic breaker and depositing on bank with intial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. completefor finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). as directed by the Engineer-In-Charge.

Earth work excavation in hard rock (requiring blasting) and depositing on bank for all lifts and with an intial lead of 10m and up to 3m depth including all operational incidental, labour charges such as shoring, sheating planking strutting etc., and over heads & contractors profit complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308)

Construction of Embankment with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision).

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 10%, PI < 18% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Contraction sawn joint groove (using diamond studded blades) 2 mm wide and 1/3 depth of the Cement Concrete pavement (slab). These grooves shall be cut when the concrete is greenish or with in 24hrs of laying.

Earth work excavation and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. and cost of overheads and contractor profit etc complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308) in Ordinary Soil-Mechanical Means.

Plain Cement Concrete (1:4:8) (cement: fine aggregate: Coarse aggregate) under foundations and under flooring bed using coarse aggregate 40mm size hard , machine crushed granite from approved quarry including cost and conveyance of all materials like cement, sand(with 50% river sand & 50% manufactured sand), coarse aggregate, water etc. to site, all charges for machine mixing, laying concrete in foundations and under flooring bed, finishing top surface to the required level curing etc., and overheads & contractors profit complete for finished item of work. (APSS No. 402) MACHINE MIXING

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing, vibrating and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR FOOTINGS

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing, vibrating and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR PEDESTALS

Supply and placing of Design Mix Concrete M25 grade corresponding to IS 456 with minimum cement content of 380 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal (coarse aggregate)(consisting of nominal size metal 60% of 20mm , 15% of 13.20/12.50mm , 15% of 10mm and 10% of 6mm ) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) (with 50% river sand & 50% manufactured sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, Wallers, Foot plates, brackets, steel Centering Plates, etc, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing, vibrating and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) FOR Plinth Beams

Filling with useful available excavated earth (excluding rock) by manual means in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cms thick consolidating each deposit layer with watering and ramming including cost and conveyance of water to work site and all operaitonal, incidental, labour charges, hire charges of T&P and cost of overheads & contractors profit etc., complete for finished item of work for (APSS NO.309&310)

Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard blasted Trap machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of all materials including centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates,etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc, complete but excluding cost of steel and it’s fabrication charges but excluding seigniorage charges for finished item of work (APSS No. 402 & 403) for Columns

Supplying, fitting and placing thermo Mechanically Treated (TMT) (Fe 500/500D/550D grade as per IS 1786-1979 manufactured by Category A Major Steel Manufacturers including PSUS's with minimum installed Production Capacity above l0 Lakh MT Per annum (SAIL,VSP STEEL, TATA, JINDAL PANTHER ) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars to site, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying on all materials etc. ,and cost of overheads & contractors profit etc., complete for finished item of work ( APSS No.126)

Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete but excluding seigniorage charges for finished item of work. (APSS No. 501 & 504).

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete but excluding seigniorage charges for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Manufacturing supplying and fixing of MS gate for compound wall by using MS tubes, angles and square rods as per approved designs and drawings including fixing in position, cost conveyance of all materials and labour charges for finished item of work

Painting to New walls with two coats of Acrylic Emulsion paint of superior quality of approved brand and shade over base coat of cement primer exterior grade -II making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for external Walls.(APSS No. 912) in All Floors

Painting to Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides

Sand Filling in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and lab

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) inclu

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charg

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lift

Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charg

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charg

Vibrated Reinforced cement concrete M20 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for cover slab over drain.

Supplying, fitting and placing thermo Mechanically Treated (TMT) (Fe 500/500D/550D grade as per IS 1786-1979 manufactured by Category A Major Steel Manufacturers including PSUS's with minimum installed Production Capacity above l0 Lakh MT Per annum (SAIL,VSP STEEL, TATA, JINDAL PANTHER ) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars to site, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying on all materials etc. ,and cost of overheads & contractors profit etc., complete for finished item of work ( APSS No.126)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

Earth work excavation in Hard Rock (blasting Prohibited) with using hydraulic breaker and depositing on bank with intial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. completefor finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308). as directed by the Engineer-In-Charge.

Earth work excavation in hard rock (requiring blasting) and depositing on bank for all lifts and with an intial lead of 10m and up to 3m depth including all operational incidental, labour charges such as shoring, sheating planking strutting etc., and over heads & contractors profit complete for finished item of work excluding dewatering charges as per SS 20B (APSS 308)

Construction of Embankment with material obtained from borrowed useful earth from outside road boundary MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12%, by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision).