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| 1 | Earth work excavuhon by mechinal means (Hydraulic excavator) manual over area (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavalted earth lead upto 50 m and for all lift, as directed by engineer- D.S.R 2.6.1 |
| 2 | Providing & Laying in Position Cement Concrete Of Specified Grade Excluding The Cost Of Centering and Shuittering - All Work up to Plinth Level: 1:4:8 (Cement :4 corse Sand (Zone-III) Derived From Natural Source :8 Graded Stone Aggregate 40mm Nominal Size Derived FromD.S.R.4.1.8 |
| 3 | Brick Work with Common Burnt Clay F.P.S. (Non Modular) Bricks Of Class Designation 7.5 In Foundation & Plinth level in Cement Mortar 1:6 (Cemenet : 6 Coarse Sand) For Foundation D.S.R. 6.1.2 |
| 4 | P/L Position Cemnent, Concrete 1:2:4 Cement, C Sand & Stone Aggreate 20mm Nominal Including Supply Of Materials Labour and T&P Etc Required For Proper Completeion Of the Work and Curing Complete Aalso Including Cost Of Formwork in Foundation and Floor All complete D.S.R 4.1.3 |
| 5 | 12mm thick plaster 1:3 cement & c.sand labour materials T&P etc all complete. D.S.R. 13.4.1 |
| 6 | Earth work Cutting & Filling Including 3.00km Cartage All Complete. |
| 7 | Proving,Laying, Spreding and Compacting Aggregate of 22.4-53mm Sizes to Water Bound Macadam Specification Including Spreading in Uniform Thickness, hand Packing, Rolling with Smooth Wheel Roller 80.100km in Stages to Proper Grade and Camber, Appling and Booming Stone Dust to fill up to the intrestices od Coarse Aggeregate, Watering and Compacting to the required Delnsity Grading 3 as per Technical Specification Clause 405 |
| 8 | Construction of granular sub-base by providing Well graded material Grading-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wheel roller to achieve the desired density, complete as per technical clause 401 |
| 9 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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 shovels, rakes, compacted using needle, screed and plate 7 vibrators and finished in continuous operation Including Provision of Contraction and Expansion, Construction Joints, Applying Debonding Strips, Primer, Sealant, Dowel bars, Near Approaches to Bridge/Culvert and Contruction Joints, Admixture as Approved. |
| 10 | Additional for non mettalic C.C surface hrder I/C all complete |
| 11 | Reinforced Cement Concrete work in walls (any thickness), including attached Pilasters, Buttresses, plint and string courses, fillets columns, pillars, piers, abutments, posts and struts etc. above plinth.D.S.R. 5.2.2 Slab |
| 12 | Steel Reinforcement For R.C.C. work including straightening cutting banding, placing in posision and binding all complete upto plinth level. 5.22.6 thermo-mechanically treated bars of grade fe-500D or more D.S.R. 5.22.6 |
| 13 | Centering & Shuttering in form work etc all complete.Slab D.S.R. 5.9.3 |
| 14 | S/F sign board at site all comp Please Enable Macros to View BoQ information |
