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| 1 | Note:-1. The bidders/contractors are advised to read tender document & all Corrigendum /ammendments and General Condition of Contracts before entry/quoting the rates. 2. It is highlighted that the certain condition of General Condition of Contracts (IAFW-2249) has been modified as per direction of MoD i.e. inclusssion of Performance Security, deletion of Risk & Cost Provisions and increase in defect liability period all as per tender documents. The tenderers should keep in mind while quoting their offer. NOTE (Applicable for all items/parts):- The bidders/contractors are advised to refer Notes on BOQ/SCH'A' before entry/quoting the rates. Lumpsum price workedout by the tenderer for PEB STRUCTURE / BUILDINGS WORKS as listed in Schedule ‘A’ Part-I.(A) [Design and Construction of PEB structure] |
| 2 | Design, Eastimate and Construction of PEB structure Shed/ Building for Segregation shed (Mark- 1) (35mtr x 30 mtr) including Changing room (Mark- 1B) (5mtr x 5mtr) and Garbage dumping shed (Mark- 1A)(5mtr x 5mtr) with PEB structural frame structure with RCC foundation and permanent specification including all fitting and fixtures etc. Complete all as specified and directed all as shown on drawing. |
| 3 | Design, Estimate and Construction of PEB structure Shed/ Building for Composting shed (Mark- 2) (20mtr x 55 mtr) with PEB structural frame structure with RCC foundation and permanent specification including all fitting and fixtures etc. Complete all as specified and directed all as shown on drawing |
| 4 | Lumpsum price workedout by the tenderer for BUILDINGS WORKS as listed in Schedule ‘A’ Part-I.(B) |
| 5 | Construction of Toilet (Mark- 6) (3mtr x 2mtr) with all fitting and fixtures etc. Complete all as specified and all as shown on drawing. |
| 6 | Construction of PEB structure Shed/ Building for Storage shed No.1 (Mark-3) (6mtr x 5 mtr) with PEB structural frame structure with RCC foundation and permanent specification including all fitting and fixtures etc. Complete all as specified and directed all as shown on drawing |
| 7 | Construction of PEB structure Shed/ Building for Storage shed No.2 (Mark-4) (5mtr x 3mtr) with PEB structural frame structure with RCC foundation and permanent specification including all fitting and fixtures etc. Complete all as specified and directed all as shown on drawing |
| 8 | Construction of PEB structure Shed/ Building for Storage shed No.3 (Mark-5) (5mtr x 3mtr) with PEB structural frame structure with RCC foundation and permanent specification including all fitting and fixtures etc. Complete all as specified and directed all as shown on drawing |
| 9 | Lumpsum price workedout by the tenderer for SITE CLEARENCE and SITE DEVELOPMENT as listed in Schedule ‘A’ Part-II. |
| 10 | Lumpsum price workedout by the tenderer for INTERNAL ELECTRIFICATION as listed in Schedule ‘A’ Part-III. |
| 11 | Lumpsum price workedout by the tenderer for AREA DRAINAGE as listed in Schedule ‘A’ Part-IV. |
| 12 | Lumpsum price workedout by the tenderer for ROAD, PATH & HARDSTANDING as listed in Schedule ‘A’ Part-V. |
| 13 | Lumpsum price workedout by the tenderer for CHAIN LINK FENCING & GATE as listed in Schedule ‘A’ Part-VI. |
| 14 | Lumpsum price workedout by the tenderer for ONE NO. 20 USERS SEPTIC TANK WITH 02 NOS. SOAKAGE PIT as listed in Schedule ‘A’ Part-VII. |
| 15 | Lumpsum price workedout by the tenderer for EXTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-VIIi. |
| 16 | Lumpsum price workedout by the tenderer for EXTERNAL ELECTRIC SUPPLY as listed in Schedule ‘A’ Part-IX. |
| 17 | Lumpsum price workedout by the tenderer for INTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-X. |
| 18 | Sch 'A' Part-XI (MISC B&R AND E&M ITEMS AND SEWAGE DISPOSAL PLANT) Note : This schedule is not pre-priced by MES and the pre-priced rate indicated as \\"Rs 0.00\\" under Col. 5 siginifies this fact only.COMMON ITEM FOR ALL SCHEDULE |
| 19 | SITE DEVELOPMENT Material & Labour for mixing of Fly ash, Clinker & stone dust in proportion of 1:3:6 ( i .e 10 % Fly ash, 30% Clinker and 60% Stone dust) in layers n.exc 100mm thick spread rolled, watering , ramming and compacting with vibratory roller to get min CBR value 8% and Dry density 97 % placed at required camber and gradient complete as specified and as directed. (980.00 + 62.04 = 1042.04(Path)) Please Enable Macros to View BoQ information |
| 20 | SITE DEVELOPMENT Material & Labour for mixing of Fly ash, Clinker & stone dust in proportion of 1:3:6 ( i .e 10 % Fly ash, 30% Clinker and 60% Stone dust) in layers n.exc 100mm thick spread rolled, watering , ramming and compacting with vibratory roller to get min CBR value 8% and Dry density 97 % placed at required camber and gradient complete as specified and as directed. (980.00 + 62.04 = 1042.04(Path)) Please Enable Macros to View BoQ information |
