|
| 1 | Dismentling of old brick laid flat/C.C. interlocking Tiles. (New Item 4/ch-20) |
| 2 | Concrete with 4cm. gauge stone ballast, coarse sand of 2.20 F.M and cement in proportion of 8:4:1 in foundation and under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work. (S.I. No. 281/2022) |
| 3 | RCC work with cement, approved Coarse sand and 40mm stone grit in proportion of 1:1.5:3 in raft and foundation excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. required for proper completion of the work, including cost of binding wire. (S.I. No. 287a/2022) |
| 4 | R.C.C. work with cement approved corsand & 2 cm gauge stone grit in proportion of 1:1.5:3 in slab Excluding supply of reinforcement and its bending, but including its fixing and binding the same waith 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra. (S.I. No. 284(a)/2022) |
| 5 | M.S (Tor steel or plain) work in plain work such as RCC or RB work including bending for proper shape and including supply of steel and its wastage, bend, hooks and authorized over lapping shall be measured and including cost of binding wire (S.I. No. 504/2022) A.R. |
| 6 | Construction of granular sub-base by providing coarse graded material, sperading in uniform layers with motor grader 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 (Grade-I) (Ref. to Mort&H Specification No. 401) (A.R) |
| 7 | Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in cc pavment (thickness as per design) cement coarse & fine aggregate confirming to IS standred mixed inconcrete mixer/plant of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed from work(steel channel) laying & fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work spreding the concrete with shovles. rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including hassion cloth for curring of concrete pavments for not less then 14 days, curing compound (Where specified) and water finishing to lines and gradeincludings supply of all materials, labour Tools &plants etc. required for proper completion of work andalso includin complete shifting ofRecron38 fibre reinforcement materials etcl & concrete etc S.I. No. New Item 9/2022 |
| 8 | Supply and Laying of 80mm thick ISI marked I shaped/other approved shaped mechanically compressed interlocking cement concrete paver blocks with top layer of minimum 5 mm thickness of O.P. cement having plan dimension 200x(160+120mm), smooth high gloss finish, skid resistantmanufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver blocks shall not be less than 40Mpa and weight 4.5 kg per no. confirming to IS:15658-2006 including cost of all materials, labour, T&P etc., laying with a blanket layer of 4.00 cm thick local sand including leveling and dressing surface up to required level and slope filling joints with local sand i/c all required for proper completion of the work as directed by Engineer-in- charge and as per drawing & technical specification of clause 1504. New item 14 |
| 9 | Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 10 | Excavation of following depth for laying of sewer line (loam, clay or sand) including dressing leveling, refilling of trench in 20cm layer watering, ramming and removal of surplus earth and other dismantle material upto a distance of 50M from the centre of trench as directed by EA |
| 11 | Providing and Fixing open timbering in both sides trenches for the following depth consisting of 40mm thick approved country wood planks for poling boards 125mm x75mm Indian sall wood waller and 100mm dia sall ballies for struts at 1.5mtr. c/c distance including removal after laying sewer line as directed by E/I. |
| 12 | Supply of 250 mm dia pipe NP-2 all complete.(S.I. NO.19.6.3)DSR/2023 |
| 13 | Carting and laying of following dia R.C.C. hume pipe & colors from store to the site of work, lowering them into trenches true to alignment caulking the joints with spun yarns soaked with bitumen and jointing with 1:2cement and coarse sand mortal including excavation of earth below invert level of pipe, cost of all jointing, materials, testing etc. all complete but excluding excavation & refilling of trenches from ground level to invert level of pipe as directed by E/I |
| 14 | 250mm dia NP-2 |
| 15 | concrete with 4 cm gauge brick ballast, fine sand of 1.25 FM and cement in proportion of 10:5:1 in foundation and under floors including supply of all materials, labour, T&P etc. required for proper completion of the work. (SI No.274) |
| 16 | Construction of brick masonary Manhole of internal size (.90mx.90mx1.50m) including supply of all material, labour, T&P etc. Complete in all respect as per direction of Engg in-charge. |
| 17 | Addition/Substaction in brick masonary Manhole internal size (.90mx.90mx1.50m) for Regulating shaft. |
| 18 | Supply and laying of following sizes pipes for distribution system conforming to latest/relevant I.S. Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in-charge. |
