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| 1 | SECURITY WALL WORKS |
| 2 | Taking down concertina coil fixed on angle iron swan neck over existing security wall in any description complete all as specified and as directed. |
| 3 | Taking down old barbed wire/razor wire fixed on angle iron swan neck posts in any description complete all as specified and as directed. |
| 4 | Demilition of brick work built in cement mortor including all quions arches, pillars etc complete all as specified and as directed. |
| 5 | Dismantling mild steel work of any description not otherwise provided for complete all as specified and as directed. |
| 6 | Excavation over areas, n.exc 1.5 m deep and getting out soft/loose soil complete all as specified and as directed. |
| 7 | Excavation over areas, exc 1.5 m deep and n exc 3.00 m deep getting out soft/loose soil complete all as specified and as directed. |
| 8 | Excavation in trenches in soft/floose soil n.exc 1.5m depth and n.exc 1.5m width for foundation etc and getting out all as specified and as directed. |
| 9 | M&L Plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundations filling and mass concrete etc, complete all as specfied and as directed. |
| 10 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate in foundation, including rafts, footings, foundation beams; plinth beams, base for column, etc under piles and mass concrete complete all as specified and as directed. |
| 11 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate in columns, pillars, peirs, posts and struts complete all as specified and as directed. |
| 12 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate in wall, retaining walls, ballast and like, any thickness, above top of footings including attached pilasters and buttresses etc. complete all as specified and as directed. |
| 13 | M&L for reinforced cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate in intermediate beam, wall, retaining walls, ballast and the like, any thickness, above top of footings including attached pilasters and buttresses etc. complete all as specified and as directed. |
| 14 | Use & waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter etc for fair finished surfaces of concrete etc. complete all as specified and as directed. |
| 15 | Use & waste of formwork to sides of pillers, posts, struts, piers, columns and stanchions etc for fair finished surfaces of concrete complete all as specified and as directed. |
| 16 | Use & waste of formwork to faces of walls, retaining walls abutment and similar works including attached pillasters, buttresses etc vertical or to batter etc for fair finished surfaces of concrete complete all as specified and as dirceted. |
| 17 | Use & waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter etc for rough finished surfaces of concrete etc. complete all as specified and as directed. |
| 18 | Use & waste of formwork to sides of pillers, posts, struts, piers, columns and stanchions etc for rough finished surfaces of concrete complete all as specified and as directed. |
| 19 | Use & waste of formwork to faces of walls, retaining walls abutment and similar works including attached pillasters, buttresses etc vertical or to batter etc for rough finished surfaces of concrete complete all as specified and as dirceted. |
| 20 | M &L for brick work with sub class ‘B’ old size bricks straight or curved on plan exceeding 6.0m mean radius built in cement mortar 1:6 complete all as specified and as directed. |
| 21 | M &L for brick work sub class ‘B’ old size bricks except bricks (using old bricks), straight or curved on plan exceeding 6.0m mean radius built in cement mortar 1:6 complete all as specified and as directed. Note : Old Bicks obtained from item for demolition of brick work, here in before shall be reused under this item. |
| 22 | M&L for rendering 15 mm thick in cement mortar (1:4) on brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. |
| 23 | M & L for Mild steel TMT bars 10mm dia or above, cut to length, bent to shape requried, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clip etc. complete all as specified and as dirrected. |
| 24 | M&L for mild steel TMT bars 6mm to 8mm dia, cut to length, bent to shape requried, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clip etc. complete all as specified and as directed. |
| 25 | M&L for mild steel TMT bars 6mm to 10mm dia, cut to length, bent to shape requried, including cranking, bending spirally as in stirrups, specers and binders with and including mild steel wire binding wires (annealed) not less than 0.9 mm dia or securing with clip etc. complete all as specified and as directed. |
| 26 | S&F 75 mm dia UPVC rain water pipe confirming to latest IS13592 (Type \\"A\\") single socketed, in any length fixed in RCC wall for weep holes complete all as specified and as directed. |
| 27 | M&L for two coats of cement base paint on newly plastered surface of wall including preparation of surface over and including one coat cement wash with white cement on plastered surfaces, complete all as specified and as directed. |
| 28 | S&F mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or rivrting, etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed. |
| 29 | S&F Mild Steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment FE-290 Gde E-165 complete all as specified and as directed. |
| 30 | S&F Mild steel screw bolts (machine made) with hexagonal of square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square nut. Length of bolt exc 15cm and n exc 22.5 cm and diameter of neck 16 to 20mm all as specified and as directed. |
| 31 | M&L for two coats of synthetic enamel paint over a coat of redoxide primer including preparation of new steel surfaces complete all as specified and as directed. |
| 32 | Supply and fixing Galvanised 2 strand, steel barbed wire 2.24 mm dia barbed wire with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and as directed. (Each line wire to be measured). |
| 33 | Supply and fixing concertina coil 1050 mm dia (in stretched position) hot dip galvanised steel wire coated with CRL anti corrosive paint, making diamond shape with the help of dove tail clip (18 SWF) fixed over razor wire with angle iron. The concertina coil is to be fixed with razor wire at points wherever coil touches the bottom of razor wire with the help of hog rings (14 SWG) complete all as specified and as directed. |
| 34 | Returning filling-in including spreading levelling watering and well ramming in layers not exceeding 25 cm thick in loose/soft soil complete all as specified and as directed. |
| 35 | Removing excavated soil to a distance n.exc 50mtr and depositing where directed at a level n.exc 1.50 mtr above the starting point complete all as specified and as directed. |
| 36 | Removing excavated soil to a distance exc 250mtr but n exc 500mtr and depositing where directed at a level n.exc 1.50 mtr above the starting point complete all as specified and as directed. |
| 37 | Removing excavated soil to a distance exc 500 mtr but n exc 1.5 Km and depositing where directed at a level n.exc 1.50 mtr above the starting point complete all as specified and as directed. |
| 38 | S&F Mild Steel frame work such as grills, gate, gratings, etc with end of bars shouldered and/or riveted, of forged into spikes, framed guard bars barred iron doors and side hung as gates, including pintle hinges, stops, hand made sliding bolts etc and conforming to Fe 290. Gde E-165 complete all as specified and as directed.. |
| 39 | Removing mortar from and cleaning bricks built in cement mortar, stacking for measurement including all extra handling and removal and disposing off rubbish complete all as specified and as directed. SCHEDULE OF CREDIT NOTES:1. The materials listed below retrieved from demolition/dismantling as specified in Schedule of credit shall become the property of the contractor and the credit amount as indicated below shall be recovered from the RAR as the work proceeds. Demolition of the work shall be carried out after it is handed over for demolition all as directed by the Engineer-in-Charge. Any other retrieved item not listed below shall become Govt. property.2. The unit rate of salvage materials which will become the property of contractor as assessed by the department is indicated in the schedule of credit and it is final and binding. The contractor is deemed to have visited the site and made his own assessment regarding condition of the materials. No claim of the contractor. Whatsoever against the department regarding actual cost of salvage material is admissible.3. The contractor shall be responsible to remove the materials obtained from demolition from the site as directed and the site shall be left clean and tidy and same shall be deemed to be included in the rates quoted for demolition.4. The contractor shall be allowed to remove the salvage materials from the site only after written approval of the GE after necessary recovery has been made in the RAR. However, in case of any dispute regarding demolished item, decision of CWE shall be final and binding upon both the parties.5. The quantities mentioned under column 4 are approximate and are given as rough guide only. The quantities obtained from items of Schedule 'A' shall be considered for credit. The tenderer shall not have any claim whatsoever for any variation of quantities given in Schedule of credit. Srl No Description of items of works Unit Rate in Rs No of units Amount in Rs |
| 40 | Old Unserviceable Brick bats obtained from demolition |
| 41 | Old concertina coil |
| 42 | Old Razor/Barbed wire |
| 43 | Old Mild steel Total amount of Credit Schedule 633963.25 Signature of Contractor AD (Contracts)For Accepting Officer Please Enable Macros to View BoQ information |
