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| 1 | SCHEDULE 'A' PART-I (BUILDING & STRUCTURE) |
| 2 | Lump sum price worked out by the contractor for BUILDING & STRUCTURE (Construction of Guard room with watch post and toilet (Guard house, Hard standing and Sentry box elevated) RCC framed structure in permanent RCC framed structure, ATT, mosquito proofing, roof treatment, seismic measure etc complete all as specified and shown on drawing/design) as listed in Schedule ‘A’ Part-I of (Representing ___________% _____________ Percentage) @ ABOVE/BELOW the lump sum price of Estimated / Prepriced Amount inserted by the MES in Schedule ‘A’ Part-I on Serial Page No. 22. |
| 3 | SCHEDULE 'A' PART-II (EARTH WORK AND EXCAVATION EXCLUDING BUILDING & STRUCTURE) |
| 4 | Lump sum price worked out by the contractor for EARTH WORK AND EXCAVATION as listed in Schedule ‘A’ Part-II of (Representing ________________% ________ _____________ Percentage) @ ABOVE/BELOW the lump sum price of Estimated / Prepriced Amount inserted by the MES in Schedule ‘A’ Part-II on Serial Page No. 23 to 24 |
| 5 | SCHEDULE 'A' PART-III (INTERNAL ELECTRIFICATION) |
| 6 | Lump sum price worked out by the contractor for INTERNAL ELECTRIFICATION as listed in Schedule ‘A’ Part-III of (Representing ________________% ____________________ Percentage) @ ABOVE/ BELOW the lump sum price of Estimated / Prepriced Amount inserted by the MES in Schedule ‘A’ Part-III on Serial Page No. 25 to 27. |
| 7 | SCHEDULE 'A' PART-IV (EXTERNAL WATER SUPPLY) |
| 8 | Lump sum price worked out by the contractor for EXTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-IV of (Representing ________________% ____________________ Percentage) @ ABOVE/ BELOW the lump sum price of Estimated / Prepriced Amount inserted by the MES in Schedule ‘A’ Part-IV on Serial Page No. 28. |
| 9 | SCHEDULE 'A' PART-V (INTERNAL WATER SUPPLY) |
| 10 | Lump sum price worked out by the contractor for INTERNAL WATER SUPPLY as listed in Schedule ‘A’ Part-V of (Representing ________________% ______ _______________Percentage) @ ABOVE/BELOW the lump sum price of Estimated / Prepriced Amount inserted by the MES in Schedule ‘A’ Part-V on Serial Page No. 29 to 30. |
| 11 | SCHEDULE 'A' PART-VI (EXTERNAL ELECTRIFICATION) |
| 12 | Lump sum price worked out by the contractor for EXTERNAL ELECTRIFICATION as listed in Schedule ‘A’ Part-VI of (Representing ________________% ________ _____________ Percentage) @ ABOVE/BELOW the lump sum price of Estimated / Prepriced Amount inserted by the MES in Schedule ‘A’ Part-VI on Serial Page No. 31. |
| 13 | SCHEDULE 'A' PART-VII (ROAD PATH AND CULVERT) |
| 14 | Lump sum price worked out by the contractor for ROAD PATH AND CULVERT as listed in Schedule ‘A’ Part-VI of (Representing ________________% ________ _____________ Percentage) @ ABOVE/BELOW the lump sum price of Estimated / Prepriced Amount inserted by the MES in Schedule ‘A’ Part-VII on Serial Page No. 32. |
| 15 | SCHEDULE 'A' PART-VIII (MISCELLANEOUS ITEMS REQUIRED FOR B/R & E/M SERVICES (TO BE QUOTED BY CONTRACTOR) |
| 16 | S&F urinal spreader of cast copper alloy, fancy type, chromium plated, screwed at both ends for iron pipe or unions, including fixing with 15 mm dia pipe (minimum weight 60 gms), complete all as specified and as directed by the Engineer-in-Charge. |
| 17 | S&F 15 mm bib cock (long body) of chromium plated fancy type copper alloy, screwed down, high pressure, suitable for iron pipe or for unions, Complete all as specified and directed by Engineer-in-Charge. |
| 18 | S&F of stainless steel grating, round shape, dome type, 4″ to 5″ size, suitable for floor trap, complete all as specified and as directed by the Engineer-in-Charge. |
| 19 | M&L for RCC NP-3 pipe of 150 mm dia, laid with 150 mm thick PCC (1:4:8) bed, including excavation in any type of soil for depths 0.70 m to 1.65 m, including construction of standard size brick masonry/RCC/precast RCC manholes with SFRC ventilating cover and frame, complete all items and activities necessary to execute and make the sewer line fully functional, complete all as specified and as directed by the Engineer-in-Charge. |
| 20 | M&L for construction of soakage well of size 1.80 metre dia × 3.00 metre effective depth, including excavation in any type of soil; PCC 1:3:6 foundation; honeycombed brick masonry walls with top ring of M-25 concrete; intercepting chamber and screen chamber in brick masonry in CM 1:6; RCC cover slab in M-25 with SFRC cover; interconnecting RCC/DWC pipes; complete filled with brick bats, complete all as shown on drawings and as specified and directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
