Special Strengthening (Water Store Portion) works of Road at Main Road No. 2 Deepo Chouraha to BJP karyalay under M-3 Sub Dn, PWD Bhopal

Special Strengthening (Water Store Portion) works of Road at Main Road No. 2 Deepo Chouraha to BJP karyalay under M-3 Sub Dn, PWD Bhopal

Bill of Quantities (BOQ)

Probable Amount of contract :

(Rs. in Figures) : Rs. 266.08 Lacs

(Rs in words) : Rupees

Time Alloved : 9 months

Dismantling of Flexible Pavements Dismantling of flexible pavements thickness more than 100 mm and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately.

(SOR I.No. 2.4

Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of subbase/ Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.

(SOR Item No. 4.2(ii))

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer 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 150kg/ 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 finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect

(SOR I.No. 6.1)

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC-15-2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57- 2006 as per drawing and as per specification.

(SOR Item No. 6.3)

Providing and placing in position precast reinforced cement concrete Flume as per design and shape, using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixtures in recommended proportions as per IS: 456-2000 and standard like India standard, International standards viz. Japanese Industrial Standards (JIS)/ US standard/EU standard/ 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 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 up to work at the site. Making necessary holes of required sizes for carrying through service lines etc. providing steel hooks for lifting, etc. the work executed as per the direction of Engineer-in-Charge. A) PRE-CAST FLUME HEIGHT 900MM (i) Storm Water Drain (900x600) MM

(SOR I.No. 9.13 (A)(i))

Total Rs.

Sub Engineer Sub Divisional Officer Executive Engineer M-3 Sub Division New Bhopal Division P.W.D. Bhopal PWD Bhopal