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| 1 | Demolition of brick work built in cement mortar or cement lime mortar completed all as specified and directed. |
| 2 | Excavation in trenches n.exc 1.5 m in depth for foundation n.exc. 10 Sqm on plan and n.exc 1.5 mtr in depth and getting out complete in soft/loose soil as directed. |
| 3 | S & F of precast footing design for single column placement of size (base +pedestal) 1450 mm x 900 mm x 800 mm ,have base of 1450 mm x 900mm x 200 mm and hollow pedestal on base having dimensions of 550 mm x 550 mm x 600mm (hollow part 250 mm x 250 mm x 600 mm ), footing is made of high performance self compacting concrete (ssc) of m25 grade has been placed on 100 mm thick pcc of concrete mix 1:4:8 after proper compaction of soil ,footing made with fe 500/550d grade tmt steel reinforcement bars , cured under controlled factory conditions through steam curing ,all manufacturing process must comply with BIS/JIS/ISO 9001 standards ,the curing process must be maintained using ro water and chiller plants to avoid efflorescence for quality assurance,the formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components.concrete mix design of is:9103 with weight of each rcc footing at least 1015 kg (tolerance limit 3%). Complete all as specified in the drawing and directed as per engineer-in-charge. |
| 4 | S & F of precast footing design for double column placement of size (base +pedestal) 1450 mm x 1125 mm x 800 mm ,have base of 1450 mm x 1125mm x 200 mm and hollow pedestal on base having dimensions of 550 mm x 775 mm x 600mm (hollow part 250 mm x 475 mm x 600 mm ), footing is made of high performance self compacting concrete (ssc) of m25 grade has been placed on 100 mm thick pcc of concrete mix 1:4:8 after proper compaction of soil ,footing made with fe 500/550d grade tmt steel reinforcement bars , cured under controlled factory conditions through steam curing ,all manufacturing process must comply with BIS/JIS/ISO 9001standards ,the curing process must be maintained using ro water and chiller plants to avoid efflorescence for quality assurance,the formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components.concrete mix design of is:9103 with weight of each rcc footing at least 1280 kg (tolerance limit 3%). Complete all as specified in the drawing and directed as per engineer-in-charge. |
| 5 | S& F of precast i shaped column of size 3000mm x 200mm x 200mm, having flange thickness of 60 mm and web thickness 80 mm will place on precast footing and will be grouted , having a bolts fixed at top of column, having 4 mm thick high tensile tendom steel 10 nos in each column which is made of high performance self compacting concrete (ssc) of m40 grade, , cured under controlled factory conditions through steam curing, all manufacturing process must comply with BIS/JIS/ISO 9001 standards. The curing process must be maintained using ro water and chiller plants to avoid efflorescence for quality assurance. The formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components. Concrete mix design of is:9103 with weight of each column at least 228 kg (tolerance limit 3%) , complete all as specified in the drawing and directed as per engineer-in-charge. |
| 6 | S&F of precast panel have one side design as per engineer-incharge of size 3000mm x 1200 mm x 75mm having 4 mm thick high tensile tendom steel 10 nos in each panel which is made of high performance self compacting concrete (ssc) of m40 grade with high tensile tendon steel, cured under controlled factory conditions through steam curing. All manufacturing process must comply with BIS/JIS/ISO 9001 standards. The curing process must be maintained using ro water and chiller plants to avoid efflorescence for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of IS:9103 with weight of each panel at least 585 kg (tolerance limit 3%), complete all as specified in the drawing and directed as per engineer-in-charge. |
| 7 | M&L for brick work with fly ash bricks of old size, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:4 as in wall complete all as specified and directed. |
| 8 | Rendering 15mm thick on fair faces brick surfaces in cement mortar 1 : 4 finished even and smooth without using extra cement complete all as specified. |
| 9 | M & L for preparation of newly plastered surfaces and applying three coats of white wash complete all as directed by Engineer-in-Charge. |
| 10 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil all as spd. |
| 11 | Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point all as spd. |
| 12 | Dismantling posts or struts(wood, steel or RCC) of any section including taking out embedded portion of concrete, brick work of any and making good disturbed ground all as specified and directed. |
| 13 | Dismantling existing barbed wire/plain wire/ chain link fencing any type from RCC/Steel/Wdn posts complete etc all as specified and as directed. |
| 14 | M & L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete complete all as specified and directed. |
| 15 | S & F of precast I shaped column of size 2400mm x 200mm x 200mm preprinted and colur is as per engineer-in-charge,having flange thickness of 60 mm and web thickness 80 mm will place on pcc base size 750mm x 750mm x 100mm ,grouted into pit size 600mm x 600mm x 900mm. Using shuttering with concrete ratio 1:2:4, having a cap fixed at top of the column, having 4 mm thick high tensile tandem steel 10 nos in each column which is made of high performance self compacting concrete (ssc) of m40 grade, cured under \\" Controlled factory conditions through steam curing\\", all manufacturing process must comply with BIS/JIS/ISO 9001standards. The curing process must be maintained using ro water and chiller plants to avoid efflorescence for quality assurance. The formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components. Concrete mix design of is:9103 with weight of each column at least 185 kg (tolerance limit 3%) , complete all as specified and directed as per engineer-in-charge. |
| 16 | S&F of precast panel have oval size hollow design( or as per Engineerin Charge) prepainted and colour and design as per engineer-incharge of size 3000mm x 750 mm x 75mm having 8 mm thick steel bars in panel ,which is made of high performance self compacting concrete (ssc) of m40, cured under controlled factory conditions through steam curing. All manufacturing process must comply with BIS/JIS/ISO 9001standards. The curing process must be maintained using ro water and chiller plants to avoid efflorescence for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of is:9103 with weight of each panel at least 270 kg (depends on design), complete all as specified and directed as per engineer-in-charge. |
| 17 | M & L plain cement concrete (1:2:4), type B1 using 20mm graded stone aggregate as in column footing including necessary form work complete all as specified and directed. |
| 18 | Excavation in post holes not exceeding 0.50cum getting out in Hard/dense soil, returning,filling in layers not exceeding 25cm and making good surfaces all as soecified. |
| 19 | M & L for PCC 1 : 3 : 6 type C2 using 40 mm graded stone aggregate as in foundation filling for securing posts complete all as directed |
| 20 | M&L for mild steel frame brackets of angle cut to shape, including welding , bending, embeding in concrete and screwing etc. including securing bolts;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 riveting, etc., and similar work conforming to Fe-290 Gde E-165, all as specified |
| 21 | M&L for MS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. complete all as directed. |
| 22 | S&F 4mm dia GI wire chain link fencing and line wire 40X40mm mesh size and any type of strand rails straining bolts etc including provision of binding wire complete all as specified and directed. |
| 23 | M & L for 5 to 10 mm dia Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut |
| 24 | M&L for preparation of new or previously untreated surfaces of steel & iron work of any description exc 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified |
| 25 | Demolition of cement concrete and paving n exc 15 cm thick in floors, and similar work. Note for item Nos. 3,4,5,6,15 & 16. - Contractor to get the approval of precast factory within 15 days of commencement of work. Please Enable Macros to View BoQ information |
