Improvement of road and drain infrastructure at Industrial area Behror Amounting to Rs 835.76 Lakh

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses

Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness, 95% proctor density.

Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-II Material

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge 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 shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905., 300 mm dia

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge.

Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks, Cement mortar 1 : 6 (1 cement : 6 coarse sand)

Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete,Building Rubbish Stone metal (Grit and ballast etc.) For 5 Km.

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Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil

Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-III Material

Wet Mix Macadam, 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 smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406., By Mechanical Means with all lead

Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004

Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade., 80mm thick Blocks

Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete,Earth, Sand, Lime, Morrum manure or sludge For 5 Km.

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PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:, In cement mortar.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge., In cement mortar.

Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level., M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).

Providing and Fixing in position precast reinforced cement concrete FT-FIume as per design and shape, using coerce aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / PortIand Iag cement, admixtures In recommended proportion as per IS: 456-2000 and standard like lndlan standard, International standards viz. Japanese Industrial Standards (JIS)/ UG standard/EU standard/ having of strength not less than M-50. using Thermo- Mechanically Treated bare. (TMT/TMX) FE SOOD or mora confirming to IS 1786 reinforcement bar and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement. Precast reinforced cement concrete drains using, Stormwater/roadside drain, etC. Rate Includes all cost of material, labor charges at the plant, cost of reinforcement, formwork and lifting accessories, and transportation upto work at the she Rate excluded unloading the material at sites, llds and llft. All work up to plinth level: making necessary holes of required sizes for carrying through service Iines etc., providing steel hooks for lifting, etc. .the work exalting as per the direction of Engineer In-charge. Note:-Rate shall also Include technical assistance for the instaIIatIon of products at one time., Precast RCC FT-FLUME (HEIGHT-1000 Precast) Wall Width 90mm (H1: 1105), FT Flume Drain (1000 X 1000 X 2000)

Providing and fixing factory-made precast RCC U-shape drain (Precast T-6) drain having of strength not less than M-50. using Thermo-Mechanically Treated bars. (TMT/TMX) FE 500D or more conforming to IS 1786 reinforcement bar and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement, of size Lid for U-300x300 mm . As per standard size reinforced with 8 mm dia main longitudinal & 6 mm nos cross-sectional T.M,T. hoop bars, including providing 50 mm dia perforations @ 2 nos, including providing edge binding with M.S. fiats of size 50 mm x 1.60 mm complete, all as per direction of Engineer-in-charge. T 6 PU series is a longitudinal drain and is designed for pedestrian walk / Light Motor vehicle load., 600x600

Providing and Fixing in position precast reinforced cement concrete FT-FIume as per design and shape, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / PortIand sIag cement, admixtures In recommended proportion as per IS: 456-2000 and standard like lndlan standard, International standards viz. Japanese Industrial Standards (JIS)/ UG standard/EU standard/ having of strength not less than M-50. using Thermo- Mechanically Treated bare. (TMT/TMX) FE SOOD or more confirming to IS 1786 reinforcement bar and capable of carrying a wheel load of 5.0 Tones for heavy vehicle movement. Precast reinforced cement concrete drains using, Stormwater/roadside drain, etC. Rate Includes all cost of material, labor charges at the plant, cost of reinforcement, formwork and lifting accessories, and transportation upto work at the she Rate excluded unloading the material at sites, llds and llft. All work up to plinth level: making necessary holes of required sizes for carrying through service Iines etc., providing steel hooks for lifting, etc. .the work exalting as per the direction of Engineer In-charge. Note:-Rate shall also Include technical assistance for the instaIIatIon of products at one time., Precast RCC FT-FLUME (HEIGHT-1400 Precast) Wall Width 100mm (H1: 1530), FT Flume Drain (1000 x 1400 X 2000)

Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete,Earth, Sand, Lime, Morrum manure or sludge For 5 Km.

Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete,Building Rubbish Stone metal (Grit and ballast etc.) For 5 Km.