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| 1 | GENERAL SUMMARYNOTE: Schedule ‘A’ Part - I to XI are prepriced by MES under Ser No. 2.00to 10.00. Bidders shall insert their lumpsum amount in the Green coloured field under Col-6 only. |
| 2 | Lumpsum price worked out by the contractor for “BUILDINGS/STRUCTURES” as listed in Schedule ‘A’ Part - I , inserted by MES. |
| 3 | Lumpsum price worked out by the contractor for “EXCAVATION & EARTHWORK INCLUDING SITE CLEARANCE AND LAND DEVELOPMENT” as listed in Schedule ‘A’ Part - II , inserted by MES. |
| 4 | Lumpsum price worked out by the contractor for “PILE FOUNDATION” as listed in Schedule ‘A’ Part - III, inserted by MES. |
| 5 | Lumpsum price worked out by the tenderer for \"INTERNAL ELECTRIC SUPPLY\"as listed in Schedule ‘A’ Part-IV, inserted by MES. |
| 6 | Lumpsum price worked out by the tenderer for \"ROAD / PATH / CULVERT/HARD STANDING\" as listed in Schedule ‘A’ Part- V, inserted by MES. |
| 7 | Lumpsum price worked out by the tenderer for\"AREA DRAINAGE\" as listed in Schedule ‘A’ Part- VI, inserted by MES. |
| 8 | Lumpsum price worked out by the tenderer for\"EXTERNAL ELECTRIC SUPPLY \" as listed in Schedule ‘A’ Part- VII, inserted by MES. |
| 9 | Lumpsum price worked out by the tenderer for \"SOLAR STREET LIGHT\" as listed in Schedule ‘A’ Part- VIII, inserted by MES. |
| 10 | Subtotal |
| 11 | NOTE:Schedule ‘A’ Part - IX (miscellaneous) arenot prepriced by MES and prepriced rate indicated as 0.00 under Col.5 signifies this fact only. Bidder shall insert their rates in Green colour filled under Col-6. |
| 12 | PILE FOUNDATIONDrilling/boring through soft rock upto the depth as directed/indicated for 500mm outer dia bored cast-in-situ, vertical piles duly stabilising the sides by drilling fluids (reverse or DMC method) or by any other approved method and disposal of drilled/bored material to a distance exc 50m and n.exc 100m all as specified and shown on drawings. |
| 13 | Drilling/boring through hard rock upto the depth as directed/indicated for 500mm outer dia bored cast-in-situ, vertical piles duly stabilising the sides by drilling fluids (reverse or DMC method) or by any other approved method and disposal of drilled/bored material to a distance exc 50m and n.exc 100m all as specified and shown on drawings. |
| 14 | Carrying out/conducting of pile for initial load test all as per clause, 6.15 & 6.1.6 of IS-2911 Para IV-1985, for Axial load 48.394 Ton, lateral load 11.22 Ton and pull out load 22.12 Ton on designed safe load of 24.197 Ton 5.61 Ton and 11.06 Ton respectively on test pile of 500mm bore including bringing at site all testing equipment, making arrangement for testing and removed of the same after completion and recording the test result and preparing the test sheets complete all as specified and directed. |
| 15 | Carrying out/conducting testing of pile of piles for routine load test all as per clause, 6.1.5 & 6.16 of IS-2911IS-2911 Para IV-1985, for Axial load 36.30 Ton, lateral load 8.415 Ton and pull out load 16.59 Ton on designed safe load of 24.197 Ton 5.61 Ton and 11.06 Ton respectively on test pile of 500mm bore including bringing at site all testing equipment, making arrangement for testing and removed of the same after completion and recording the test result and preparing the test sheets complete all as specified and directed. |
| 16 | Carrying out/conduction pile integrity test using low strain dynamic method all as per IS for 500mm dia piles complete all as specified and as directed. |
| 17 | INTERNAL ELECTRIC SUPPLYM&L for earthing complete with copper earth plate electrode 60cmx60cmx6mm thick buried directly in ground (earth pit not less than 2.25mtr deep below GL) with top edge of earth plate not less than 1.5 mtr below normal ground level, including provision of copper earth strip 25x4mm, earth plate surrounded from all sides by with 15cm thick packed layer of charcoal dust and common salt filling in alternate layer and electrode connection by using galvanized earth wire 4mm dia connected by mean of bolt, nut, chuck nut & washer of galvanized iron, provision of 20mm dia GI pipe medium grade for protection of GI strip & 20mm dia GI pipe medium grade for watering arrangement and PCC (1:3:6), type C1 chamber, MS funnel, wire gauge, 50mm thick RCC 1:2:4 TMT bars on both ways including necessary excavation in any type of soil returning filling in removal of surplus soil to distance n.exc 50mtrs complete all as shown in electrical plate No 5 of schedule part I 2009completeall as specified and directed. |
| 18 | EXTERNAL ELECTRIC SUPPLYM&L for cable route indicator, consisting of cast iron round shape 200mm dia, 12mm thick with inscription casting as LT cable 1100 Volts grade and fixed with hot dipped GI angle iron of size 40mm x 40mm x 6mm thick 0.8 mtr long with GI nut bolts, embeded to ground in route of cable with the help of PCC 1:3:6 type C2completeall as specified and directed. |
| 19 | Supply and erect weather proof outdoor busbar chamber made out of CRCA sheet 3mm thick duly powder coated comprising of 4 Nos aluminium strips each of 100 Amps, 60cm long duly mounted on insulators including MCCB 63 Amp, 415V, 4 pole with 4 Nos mounting legs made out of 25mm x 25mm x 6mm angle iron grouted in PCC block of size 30cm x 30cm x 60cm in cement concrete 1:3:6 type C-2 (using 40mm grade crushed stone aggregate) connections with suitable size of aluminium thimbles, nuts, bolts & washers including cable glands at entry and outlet points including excavation, returning, filling and removel of surplus soil. completeall as specified and directed. |
| 20 | SOLAR STREET LIGHTExcavation in post holes n.exc .5 Cum for erection of poles, removing the excavated materials to distance n.exc 50mtr and providing PCC bed and RCC foundation as per following specification including form work (i) PCC BED - 450mm x 450mm x 100mm(ii)RCC column - 400mm x 400mm x 1300mm M20 Design, using 4 Nos - 12mm TMT rods and 7 Nos of 8mm dia TMT rods |
| 21 | Subtotal |
