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| 1 | Providing & laying cement concrete 1:4:8 (1 part cement, 4 part approved coarse sand and 8 part 40mm nominal gauge stone ballast) in foundation & upto plinth with curing complete including cost of form work and as per direction of E/I. (S.N.-2 of CH-5) (SOR-2022-23) |
| 2 | Class-150 brick work in 1:6 cement and coarse sand mortar foundation & upto plinth including supply of all material labour T&P etc. required for proper completion of the work as per direction of E/I. (S.I.-303) |
| 3 | Providing & laying cement concrete in 1:2:4 (1 part cement and 2 part approved coarse sand & 4 part 20mm gauge stone grit) in foundation & upto plinth with curing complete including cost of form work and as per direction of E/I (S.I.-279a) |
| 4 | 12mm thick cement plaster 1:4 cement and coarse sand mortar in single coat of fair side brick wall for interior plastering upto plinth including internal rounded angles, chamfers and/or rounded angles not exceeding 80mm in girth and finished even an smooth No extra for mixing and additive including supply of all material labour T&P etc. as per direction of E/I. (S.I.-582-II) |
| 5 | R.C.C. work in 1:1½:3 (1 part cement, 1½ part approved coarse sand & 3 part 20mm gauge approved stone grit) for slabs excluding supply of reinforcement and its bending and including its fixing & binding the same with 24 BWGI binding wire and including necessary centering and shuttering etc with curing complete including cost of form work and also including of all materials labour and T&P etc required to proper completion of the work as per direction of E/I. (S.I.-284a) SOR 2022-23 Agra |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more (5.22.6 DSR) |
| 7 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grade on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 for grading 1 material as per E/I. (MORT & H specification Table 401-B) G-1 |
| 8 | 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 25mm, aggregated cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be than 150 kg/cum, optimum moisture content to be determined during trail 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 (MORT & H Item No.-601) |
| 9 | Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate 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 vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Mathura) |
| 10 | Dismantling encroachment ramps as RCC Work manually by mechanical means including stacking of steel bars and disposal of unservicable material within 50 meters lead as per direction of E/I. (S.I. No.-1 Ch No.-17) (SOR-2022-23) |
| 11 | Earth work in embankment in ordinary soil and earth work in embankment to be in 20mm layers including ramming and dressing the surface to required levels & lopes and including 1.50m lift and 30m lead & cartage up to 8Km outside the scheme as per direction of E/I. (S.I. No.-253a) Deep depression |
| 12 | Earth work in embankment mechanically compacted to 95% proctor density in ordinary soil and work embankment to be in 20 cm layer including ramming & dressing pulverization the surf including supply of labour T&P, roller and water sprinkler. (S.I. No.-253b) Qty same as above item No.-11 Please Enable Macros to View BoQ information |