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| 1 | SCHEDULE \\"A\\" Part - I (BUILDING & STRUCTURE WORKS)Details of prepriced schedule is given in tender documents. |
| 2 | SCHEDULE \\"A\\" PART-II ( SITE CLEARENCE/DEVELOPMENT & EARTH WORKS) Details of prepriced Schedule is given in tender documents. |
| 3 | SCHEDULE \\"A\\" PART-III (INTERNAL WATER SUPPLY) Details of prepriced Schedule is given in tender documents. |
| 4 | SCHEDULE \\"A\\" PART-IV (INTERNAL ELECTRIC SUPPLY) Details of prepriced Schedule is given in tender documents. |
| 5 | SCHEDULE \\"A\\" PART-V (LIGHTNING PROTECTION)Details of prepriced Schedule is given in tender documents. |
| 6 | SCHEDULE \\"A\\" PART-VI (ROAD/PATH/ HARD STANDING/CULVERT)Details of prepriced Schedule is given in tender documents. |
| 7 | SCHEDULE \\"A\\" PART-VII (EXTERNAL WATER SUPPLY) Details of prepriced Schedule is given in tender documents. |
| 8 | SCHEDULE \\"A\\" PART-VIII (EXTERNAL ELECTRIFICATION) Details of prepriced Schedule is given in tender documents. |
| 9 | SCHEDULE \\"A\\" PART-IX (SEWAGE DISPOSAL) Details of prepriced Schedule is given in tender documents. |
| 10 | SCHEDULE \\"A\\" PART-X (AREA DRAINAGE) Details of prepriced Schedule is given in tender documents. |
| 11 | SCHEDULE \\"A\\" PART -XI (MISCELLANIOUS ITEMS) Note:- This schedule is not pre-priced by MES and the rate shall be quoted by the bidder |
| 12 | INTERNAL WATER SUPPLY S & F for 15mm bore CP two way bib cock with CP wall flange (Make : Jaquar model No OPP-CHR-15041PM) / Eqvlt in Kohler), cast copper alloy, screwed down high pressure with crutch or butterfly handle, screwed both ends for CPVC pipes or for union and fixed complete all as specified and directed. |
| 13 | S & F for 15mm dia bore CP bib cock with CP wall flange (Make : Jaquar Model No OPP-CHR- 15037PM /Eqvlt in Kohler/Grohe, cast copper alloy, screwed down high pressure with crutch or butterfly handle screwed both ends for CPVC pipes or for union and fixed complete all as specified and directed. |
| 14 | S & F 15mm bore quarter-turn CP angular stop cock with wall flange (Make : Jaquar model No FUS-CHR-29053 or equivalent make in Kohler/Grohe) complete all as specified and directed. |
| 15 | INTERNAL ELECTRIC SUPPLYS & F Wall mounted Fan 450 mm sweep L3, 3 blades, complete all as specified and directed Make : Luker or Equivalent |
| 16 | Supply and fixing LED lights fitting 1x 40W, 220V, AC 1x4 Ft panel ceiling light with performance commercial grade solution (>100 lm/W) 230V with heavy duty driver having powder coated metallic housing and high quality poly carbonate diffuser connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and directed.Make: Crompton model LCTLSNE-40-CDL(1x4) or equivalent in Havells/Philips |
| 17 | S & F LED light fitting 10 Watt 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete. |
| 18 | COOLING APPLIANCESSupply and fixing, testing and commissioning water cooler Stainless Steel Body with inbuild purifier HIMA 7 NHC, dispencing capacity 125 ltr/hr and storage tank capacity 40 ltr normal and 40 cold electric driven (single phase), 230 volt, AC power supply with all connecting accessories complete all as specified and directed. |
| 19 | Supply and fix Voltage stabilizer 3 KVA for automatic operation, single phase naturally air cooled indoor, Wall mounted type & designed for input variation between 170 V to 280 V with output voltage stabilized at 230 V with accuracy of ± 2.5% complete all as specified and directed. |
| 20 | EXTERNAL WATER SUPPLYM & L Valve chamber of internal size 0.90m X 0.90m X 0.90m (internal dimentions) including excavation and earth work in any type of soil, refilling earth, removing excess earth to a distance n. exc 50m including spreading and leveling, 150mm thick PCC in 1:4:8 type D2 foundation , 200mm thick masonry work in CM 1:6, 15 mm thick rendering in CM 1:4 to internal surface and 15 mm thick rendering in CM 1:4 to external surfaces upto 150mm depth below GL, 100mm thick PCC 1:3:6 type C1 as in coping covering full width of masonry on top, necessary form work, 40x40x6mm angle iron frame all around the outer edges of masonry/coping fixed using 15cm long FI 25x6 hold fast 2 nos per side welded to frame and embedded in coping, 4mm thick MS plain black sheet cover with two Nos of 100mm pintle hinges hinges and one No. 150mm long handle made out of MS round bar 10mm dia, necessary locking arrangement with pre drilled MS staple of size 50x50x6mm welded to angle iron frame and slot provided in MS sheet cover including painting to the steel surfaces with two coats of synthetic enamel paint over a coat of red oxide primer complete all as shown on drg and as specified. Note:- The estimated cost includes all earthwork and connected items. |
| 21 | SEWAGE DISPOSALM & L DWC HDPE pipe 150mm bore laid in trenches over concrete bed and jointed using elastomeric rubber seal ring or any other approved method including testing for sewer line as specified in MES schedule Part I, complete all as specified and directed. |
| 22 | Pile foundationBoring for bored cast in situ pile 500 mm dia using DMC method (Direct Mud Circulation) through any depth in any type of soil/sandy/clay strata, and getting out & disposal of spoil to any distance outside of MD land complete all as specified and directed. Note:- Disposal of spoil including finding suitable place for disposal and obtaining necessary permission for such disposal from local bodies shall be the responsibility of the contractor. |
| 23 | M & L Reinforced cement concrete of grade M-30 design mix (RMC) as per IS-456 using 20 mm graded stone aggregate in cast in situ DMC bored pile of any length/any sections as shown on drg complete all as specified and directed. (Note:- Reinforcement will be measured and paid for separately under relevant items of this schedule) |
| 24 | M & L Reinforced cement concrete of grade M-30 design mix (RMC) as per IS-456 with using 20 mm graded stone aggregate in pile caps / grade beams complete all as specified and as shown on drg. (Note:- Reinforcement will be measured and paid for separately under relevant items of this schedule) |
| 25 | M & L Providing TMT bars (CRS/HCRM/CRM) in reinforcement 10 mm dia and over for bored piles, pile cap and grade beam all as shown on drgs including cut to length, bend to shape required, cranking/hooking ends if necessary and binding with and including 0.9mm dia MS wire annealed or welding so as to secure the bar firmly in position/ required shape complete all as specified and shown on drgs. |
| 26 | M & L Providing TMT bars (CRS/HCRM/CRM) in reinforcement 5 mm dia and over up to and including 10mm dia as in Helical/stirrups for piles/pile caps cut to length, bent to shape required, and binding with and including 0.9mm dia MS wire annealed or welding so as to secure the bar firmly in position/ required shape complete all as specified and shown on drgs. |
| 27 | M & L Providing TMT bars (CRS/HCRM/CRM) in reinforcement 5 mm dia and over up to and including 10mm dia as in stirrups for grade beams cut to length, bent to shape required, and binding with and including 0.9mm dia MS wire annealed or welding so as to secure the bar firmly in position/ required shape complete all as specified and shown on drgs. |
| 28 | M & L for providing PCC (1:4:8) type D-2 using 40 mm graded stone aggregate for concrete layer below pile caps and grade beams complete all as specified and directed. |
| 29 | M & L Formwork to sides of pile caps/ grade beams rough finished surface of concrete flat all as specified and as directed. |
| 30 | M & L for carrying out Initial Load test (vertical load test) for cast in situ piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed. (Note :- Providing and installing test piles shall measured and paid separately) |
| 31 | M & L for carrying out Initial (lateral load test) cast in situ piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately) |
| 32 | M & L for carrying out Initial load test ( pull out test) of cast in situ piles of 500 mm dia as per IS 2911 (Part 4) 2013 including mobilising and removing the testing equipments from site after testing is completed all as specified and directed.(Note :- Providing and installing test piles shall measured and paid separately) |
| 33 | M & L for carrying out Routine load Test (Vertical load) all as per IS 2911 (Part 4) 2013 for 500 mm dia cast in situ piles including mobilising and removing the testing equipments from site after testing is completed, complete all as specified and directed. |
| 34 | M & L for carrying out non destructive integrity test all as per IS 2911 (Part 4) 2013 for 500 mm dia cast in situ piles including mobilising and removing the testing equipments complete all as specified and directed. Please Enable Macros to View BoQ information |
