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| 1 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10sq m on plan and not exceeding 1.5m in depth and getting out in soft /loose soil complete all as spd and directed by Engr-in-Charge . |
| 2 | Removing excavated material not exceeding. 50m and depositing where directed at a level not exceeding. 1.5 m above the starting point complete all as specified and directed |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm. complete all as specified and directed |
| 4 | M&L for PCC 1:4:8 type D-2 using 40mm graded mechanical crushed stone aggrgate Cement concrete in foundations, filling and mass-concrete complete all as specified and directed |
| 5 | M & L for brick work with sub class `B' bricks old size in CM 1:4 straight or curved on plan exceeding 6m mean redius in damaged man holes septic tank/soak well etc complete all as specified and directed. |
| 6 | M&L for rendering 15mm thick on other than fair faces of brick work on wall or on concrete inner surfaces of drain in cement mortar 1:4 and finished the surfaces fair and even smooth without using extra cement complete all as specified and directed. |
| 7 | M&L for Mild steel bars 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with theincluding mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming to complete all as specified and directed. |
| 8 | All as per BOQ srl item No. 7.00 here-in- above but 8mm dia in complete all as specified and directed. |
| 9 | M&L for Hard core, broken stone to gauge not exceeding 63 mm, deposited spread and leveled in layer not exceeding 15 cm thick complete all as specified and directed. |
| 10 | M&L for 75mm thick PCC 1:4:8 type D-2 using 40mm mechanically crushed stone aggrgate Cement concrete as in floor, complete all as specified and directed. |
| 11 | M&L for 100mm thick PCC 1:2:4 type B-2 using 40mm mechanical crushed stone aggrgate Cement concrete as in floor with using extra cement, complete all as specified and directed. |
| 12 | M&L for PCC 1:2:4 Type B1 using 20mm mechanically crushed stone aggregate as in coping , kerbs ,benching etc complete all as specified and directed. |
| 13 | M&L for PCC 1:3:6 Type C-2 Concrete bed to150mm drain pipes including packing under, and haunching against the sides ofpipes after they are laid and tested; in complete all as specified and directed. |
| 14 | M&L for 150mm dia RCC pipe class NP-2, laid in trenches and jointed complete with collar complete all as specified and directed. |
| 15 | M&L for Precast RCC Manholes cover 1:2:4 Type B-1 (using 20mm graded mechanically crushed stone aggregate) set in CM 1:6 complete all as specified and directed. |
| 16 | Demolition of cement concrete (un-reinforced) any description & in any position not otherwise specifically provided for as in coping, benching, bed block , kerbs etc and disposing off rubbish outside MD land complete all as specified and directed. |
| 17 | M & L for PCC 1:4:8 type D2 using 40 mm graded mechanically crushed stone aggregate 75 mm thick as in sub base of floor complete all as specified and directed. |
| 18 | M & L for 100 mm thick PCC 1:2:4 type B1 using 20mm graded mechanically crushed stone aggregate as in flooring finished even and smooth without using extra cement, incl 3mm thick glass/metal strip in expansion joints, complete all as specified and directed. |
| 19 | M&L for two coat of oil bound distemper on old decorated surfaces of walls including preparation of surfaces by scraping down, filling with putty all holes and cracks complete all as specified and directed by Engineer-in-Charge.. |
| 20 | M&L for rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished the surfaces fair and even smooth without using extra cement complete all as specified and directed. |
| 21 | M&L for preparation of new surfaces by incl cornices & pillasters and applying two coats of Oil bound distemper on walls over a coat of alkali resistant priming paint, over a coat of wall care putty complete all as specified and directed. |
| 22 | M&L for rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished the surfaces fair and even smooth without using extra cement as specified and directed by Engr-in-Charge. |
| 23 | Taking down cement plaster of any description on brick walls etc including racking out joints, hacking for key, scrubbing down with water complete as directed. |
| 24 | M&L for preparation for new plastered / concrete wall surfaces, etc. and for applying Two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over (camouflage pattern) and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces incl providing and applying a coat of wall care putty , complete all as specified and directed by Engr-in-Charge |
| 25 | M&L for complete removal of existing treatment of wall and preparation of old plastered or Un plastered surfaces of wall and for applying two coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over (camouflage pattern) and including providing over a coat of wall care putty over plastered surface to prepare the surface even and smooth, complete all as specified and directed by Engr-in-Charge |
| 26 | M&L For Mastic Flooring (for Gas godown purpose) is mixture of fine and coarse limestone and dolomite aggregate and synthetic bitumen 90/15 Grade laying thickness min 30 mm levelling to existing concrete flooring finishing smooth complete all as specified and directed by Engr-in-Charge. |
| 27 | M&L for 5mm thick Epoxy EPU Flooring system with ESD with copper strips 0.1 mm thick laid in grid and inserted in position to conform to design of grid as required complete all specified and directed by Engr-in-Charge. |
| 28 | Supply, install, testing and commissioning of grease separator suitable for underground installation. The Grease Separator should be made from polyethylene as per DIN EN 1825 for longer life. The Grease Separator should have nominal capacity not less than 930 Ltrs with Inlet/ Outlet socket of nominal dia of minimum 100mm with grease storage capacity of minimum 270 Itrs and sludge storage capacity of minimum 460 Itrs. Total weight of grease separator should be minimum 81 kg with overall dimension of at least 1320mm x 1595 mm (Dia X Ht). The Grease Separator should be capable of cleaning via shaft manhole cover, emptying via suction line nominal dia of minimum 65mm and nominal pressure of 10 kg with couplings for two-sided thread connection 75/75 mm for suction line, fire hose quick coupling 75 B and 2 1/2 blank cap and Counter flange with fire hose quick coupling 75 B and 2 1/2 black cap. Top cover of the Grease Separator plant should be made from concrete frame with cast iron cover having clear opening of minimum 600 mm diameter. The cover should be odour-free when closed. The weight of the cover should be 145 kg and manufactured to meet 1.50 ton load class requirement. (The rate shall be included for supply & installation, provide three days training for operation/function and transportation at site) as per DIN EN 1825 and DIN 4040 100 suitable for underground installation).Make ACO Passavant, Model:-LipumaxPD NS4 Grease Separator plant or equivalent model in Saniflo, Kingspan Klargester, KESSEL Art No. 93004/80B Please Enable Macros to View BoQ information |
| 29 | Supply, install, testing and commissioning of grease separator suitable for underground installation. The Grease Separator should be made from polyethylene as per DIN EN 1825 for longer life. The Grease Separator should have nominal capacity not less than 930 Ltrs with Inlet/ Outlet socket of nominal dia of minimum 100mm with grease storage capacity of minimum 270 Itrs and sludge storage capacity of minimum 460 Itrs. Total weight of grease separator should be minimum 81 kg with overall dimension of at least 1320mm x 1595 mm (Dia X Ht). The Grease Separator should be capable of cleaning via shaft manhole cover, emptying via suction line nominal dia of minimum 65mm and nominal pressure of 10 kg with couplings for two-sided thread connection 75/75 mm for suction line, fire hose quick coupling 75 B and 2 1/2 blank cap and Counter flange with fire hose quick coupling 75 B and 2 1/2 black cap. Top cover of the Grease Separator plant should be made from concrete frame with cast iron cover having clear opening of minimum 600 mm diameter. The cover should be odour-free when closed. The weight of the cover should be 145 kg and manufactured to meet 1.50 ton load class requirement. (The rate shall be included for supply & installation, provide three days training for operation/function and transportation at site) as per DIN EN 1825 and DIN 4040 100 suitable for underground installation).Make ACO Passavant, Model:-LipumaxPD NS4 Grease Separator plant or equivalent model in Saniflo, Kingspan Klargester, KESSEL Art No. 93004/80B Please Enable Macros to View BoQ information |
