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| 1 | C/O Buffer Storage Tanks:- Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 2 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded crushed stone agg. 40mm nominal size) and curing complete excluding cost ofform work and reinforcement for reinforced concrete work in foundation and plinth as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 3 | Providing and laying cement concrete grade of M30 (design Mix) but not leaner than 1 : 1.5 : 3 ( 1 cement : 1.5sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : |
| 4 | Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 5 | Walls any thicknessbut not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 6 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x 5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs andremoval of the same for insitu-reinforced concrete and plain concrete work in :- |
| 7 | Vertical surfacessuch as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 8 | Providing form work of ordinary timber plankings so as to give a rough finish including centring, shuttering, strutting & propping etc. height of propping & centring below supporting floor to ceilling not exceeding 4 mts. And removal of the same for insitu-reinforced concrete and plain concrete work in : |
| 9 | Arches upto 6.00 mtrs span as per direction and to the entire satisfaction of Engineer-in-charge. |
| 10 | Providing in RCCwork smooth finishing of the exposed surface with cement mortor 1:3 ( 1 cement: 3 sand) complete in all lead and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 11 | Providing and laying cement concretegrade of M30 (design Mix) but not leaner than 1 : 1.5 : 3 ( 1 cement : 1.5sand : 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in. |
| 12 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 13 | Arches upto floor two level. |
| 14 | Providing laying ofTor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 15 | Steel work welded in built up section, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paintin grating, framed guard bars ladders, railing brackedts and similar works as per direction of Engineer-in-Charge upto all lead and lift. |
| 16 | Laying, jointing & testing of GMS pipe of following dia (Medium class)for outlets pipe &scour pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Labour rate) |
| 17 | 150mm |
| 18 | Providing and fixing double flangedCast Ironsluice valveof following dia of Kirloskar/Leader make conforming to IS:14846/2000with up to date amendment as per Class PN-1 to withstand in normalseat pressure including welding with M.S. flanges table as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entiresatisfaction of Engineer-in-Charge. |
| 19 | 150mm |
| 20 | Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100 mm thick foundation concrete 1:5:10 mix (1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside syze With 150 mm thick walls of RCC 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 8 mm bars at not exceeding 150 mm centres both ways. |
| 21 | Providing and fixing steel fibre reinforced concrete(SFRC) Manhole coversand frame confirming to IS : 12592 (part-I) 1988 with latest ammendments extra heavy, circular 560mm dia meter as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 22 | Laying, jointing & testing of G.I. pipe line:- Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. (Pick work 50% and Jumper work 50%) |
| 23 | Laying, jointing and testing in trenches galvanised mild steel tube of light grade screwed and socketed complete including providing and fixing tube fitting such as union, tees, socket etc (excluding cost of bends and valves) for the following dia as per direction and to the entire satisfaction of Engineer-in-charge. ( Labour rate ). |
| 24 | 50 mm dia (Light class) |
| 25 | 40 mm dia (Light class) |
| 26 | 32 mm dia (Light class) |
| 27 | 25 mm dia (Light class) |
| 28 | Providing and fixing brass full way wheel valve of following diascrewedtypeof ISI Marked complete in all respect as per direction and to the entire satisfactioln of Engineer-in-Charge. |
| 29 | 50 mm dia |
| 30 | 40 mm dia |
| 31 | 32 mm dia |
| 32 | 20 mm dia |
