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| 1 | Removing of solar panel on the top terrace of school to clearing the site for making water proofing treatment of school terrace and again re-installation ( including cement concrete base demolishing and re- construction) in existing working condition on the top of terrace in the supervision of electrical department NDMC nothing extra shall be paid to the agency at any cost if any damaged / happend during the handling process to removal and reinstallation then agency will be bear at his on cost, the safety of electric panel at the time of removal to re-installation is on the part of agency. Complete as per entire direction and satisfaction of Engineer- in- Charge. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 3 | Removing of MS Grill on PVC water tank on terrace to make proper space for water proofing treatment of school terrace and again reinstallation after water profing treatment and fixing of PVC water tank in positionon terrace including all tools and plants. Nothing extra shall be paid to the agency , complete in all respect as per entire direction and satisfaction of Engineer- in -charge. |
| 4 | Disconnecting/Uninstallation PVC water storage tank on terrace of any size from water supply line to make proper space for water proofing treatment and re-installation/connecting from water supply line after water proofing treatment on terrace including all tools and plants with required fittings. Nothing extra shall be paid to the agency and complete in all respect as per entire direction and satisfaction of Engineer- in -charge. |
| 5 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge.(a) Internal Work- Exposed on wall |
| 6 | Dismantling G.I. pipes exposed on wall/terrace and taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead complete in all respect as per direction of Engineer-in-charge : Above 40 mm nominal bore to 100 mm nominal bore. |
| 7 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 8 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 9 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 10 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 11 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. |
| 12 | Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 13 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick |
| 14 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay: cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10. |
| 15 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 16 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 Coarse sand) |
| 17 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase. |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement: 114 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work sqm. |
| 21 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall : 15 mm dia nominal bore |
| 22 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall : 20 mm dia nominal bore |
| 23 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall : 25 mm dia nominal bore |
| 24 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall : 32 mm dia nominal bore |
| 25 | Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in-charge: Up to 150 mm diameter |
| 26 | Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS :1536 : 100 mm dia pipe metre |
| 27 | Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : 100 mm diameter pipe |
| 28 | Providing and fixing M.S. holder bat clamps of approved design to C.l. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. : 100 mm diameter |
| 29 | Providing lead caulked joints to sand cast iron rain water pipes and fittings: 100 mm dia Pipe |
| 30 | Providing and fixing plain bend of required degree. 100 mm dia Sand cast iron S&S as per IS - 1729 |
| 31 | Disposal of building rubbish/malba or similar unserviceable, dismantled, or waste materials by mechanical means, including loading, transportation, and unloading at any authorized C&D (Construction and Demolition) waste management site within a 25 km lead (e.g., Shastri Park, Burari, Mundka), including weighing at the plant, etc., complete as per the directions of the Engineer-in-Charge.Weighing and unloading at the plant shall be carried out as per the procedures/rules of the respective C&D waste management facility. The processing fee for C&D waste disposal, as per the prescribed rates, shall be deposited by the agency and will be reimbursed by the department upon submission of original cash receipts only. |
| 32 | Purchase and Taken away of dismantled material: (i) GI Pipe ( 33.75 Rs. /kg Market Rate ) |
| 33 | (ii) CI Pipe (33.75 Rs. /kg Market Rate ) |
| 34 | (iii) Rein. steel scrap (33.75 Rs. /kg Market Rate ) Please Enable Macros to View BoQ information |
