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| 1 | Area Drainage |
| 2 | Item No. 01 : Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed by engg. in charge. |
| 3 | Item No. 02 : M&L PCC in foundations, filling and mass-concrete type D2 (1:4:8) using 40 mm graded stone aggregate complete all as specified and directed. |
| 4 | Item No. 03 : M&L for RCC M-25 for Foundations, including rafts, footings, foundation beams; plinth beams; wall below GL; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and directed by engg. In charge. |
| 5 | Item No. 04 : M&L Precast cement concrete Type B-1 1:2:4 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:6 complete all as specified and as directed. |
| 6 | Item No. 05 : M & L for Mild Steel TMT bar 6 mm to 8 mm dia cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by engg. In charge. |
| 7 | Item No. 06 : M & L for Mild Steel TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed by engg. In charge. |
| 8 | Item No. 07 : Use & waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, wall below GL, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter, complete all as specified and directed by engg. In charge. |
| 9 | Item No. 08 : Returning filling in including spreading levlling ,atering and well ramming in layers nexc 25cm thick complete all as specified and directed. |
| 10 | Item No. 09 : Removing excavated material exc. 250 m but n exc. 500 m and depositing where directedcomplete all as specified and directed. |
| 11 | Item No. 10 : M&L for 450 mm dia Reinforced concrete pipes class NP2 laid and jointed complete with collers complete all as specified and directed. |
| 12 | Item No. 11 : M&L for 450mm dia Concrete bed to drain pipes including packing under and completely surrounding pipes with concrete after they are laid and tested; in cement concrete 1:3:6 type C2 complete all as specified and directed. |
| 13 | Item No. 12 : M&L for providing PCC 1:2:4 using 20 mm graded crushed stone aggregate as in copings/paving plinth bends and similar works complete all as specified and directed. |
| 14 | Item No. 13 : Demolition of Brickwork or stone/boulder masonry, built in lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete article, as specified and directed. |
| 15 | Item No. 14 : M&L Brick work with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified and directed by engg. In charge. |
| 16 | Item No. 15 : M&L rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces finished even and smooth with out using extra cement, complete all as specified. |
| 17 | Item No. 16 : M&L for new plastered surfaces of wall and applying three coats of white wash complete all as specified. |
| 18 | Item No. 17 : M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering, complete all as specified and directed by engg. In charge. |
| 19 | SCHEDULE \\"A\\" (Schedule of credit )Schedule of Credit Rs 1,25,000.00 (Minus) inserted by the MES. (Note : Credit amount shall be deducted manually to arrive net amount) SCHEDULE OF CREDIT Name of Work: SPL REPAIR TO BLDG NO HR-89(BALRAM BLOCK) AT 1 TTR, 1STC UNDER GE WEST) JABALPUR Sl No Decriptipin of work Unit Qty Rate Amount |
| 20 | Old U/S bricks/ PCC Blocks/ Stone work obtained from item 1 and 13 Total : 125000.0 Notes :- (a) All quantities shown under column 4 are provisional and may vary during execution. Actual amount of credit shall be worked out based on rates inserted under Col. 5 of Schedule of credit. (b) Tenderers are advised to inspect the old material/ items at site and ascertain their condition. It shall be deemed that the contractor has made himself well aware and ascertained the condition of these items whether he inspects them or not. No claim whatsoever on this account shall be admissible by the Government. The mode of measurement shall be same as for the work to executed. tenderers are requested to verify the condition of the materials, any dispute arises at later stage will not be entertained. (c) The items as indicated in Schedule of credit shall be the property of the contractor. The total amount of Schedule of credit shall be deducted from total of Schedule „A' [BOQ] to arrive at Contract Sum. (d) The rates inserted under Column 5 are firm and the contractor shall have no claim what so ever against the department if the actual value of dismantled materials turns out to be different from the cost given by the department. (e) All above materials shall be recorded in MB jointly by Engineer-in -Charge and contractor. (f) No rebate on Schedule of credit shall be accepted. Signature of contractor For Accepting Officer Please Enable Macros to View BoQ information |
