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| 1 | Demolition of brick work built in cement orcement lime mortar of any description including quoins,arches,pillars,etc complete all as specified and directed by Engineer-in-charge. |
| 2 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar |
| 3 | M&L Burnt bricks work with whole kiln burnt well burnt old size bricks built in CM 1:4 in walls straight on plan/ exceeding 6 mtrs mean radius complete. |
| 4 | M&L for rendering 15mm thick in cement mortar (1:4) on concrete/ fairsurfaces of block masonry, finished even and smooth without using extra cement with and including mixing water proofing compound as per manufacturers instructions complete all as specified and as directed by Engr-in-Charge.Water proofing compound shall be measured and paid for separately under appropriate item of Sch \"A\" as supply only on requirement basis. |
| 5 | M&L for PCC 1:2:4 type B0 (using 12.5 mm gradedstone aggregate) as in copingexposed surfaces finished even and smooth using extra cement including necessary form work complete all as specified and directed by Engr-in-Charge. |
| 6 | Demolition of RCC manholes covers of any descriptionand in any position including removal of debrish at site complete all as directed by Engr-in-Charge |
| 7 | S&F DWCPE(SN8) 200mm dia (Internal Dia)pipes,snap fit coupler and rubber ring incltesting and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified. |
| 8 | S&F DWCPE(SN8) 300mm dia (Internal Dia)pipes,snap fit coupler and rubber ring incltesting and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified. |
| 9 | Excavation in trenches not exc 1.5 mtr wide or n.exc 1.5 mtr in depth for pipe line, drains, foundations of sewarage lines or manholes and like and getting out in soft/loose soil. |
| 10 | Returningfilling in, incl spreading levelling watering and well ramming in layers n exc 25cm (after the pipes have been laid and tested) in soft/loose soil complete all as specified. |
| 11 | Removal of surplus soil to a distance beyond 500 m AND NOT EXC 1.5 kms OUTSIDE OF MOD LAND and depositing where directed at a level n.exc 1.5m above starting point. |
| 12 | Demolition of Cement Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) |
| 13 | M&L PCC 1:4:8 type D2 using 40mm graded stone aggregates as in foundation complete all as specifiedand as directed. |
| 14 | M&L for20mm thick screed bed or bedding layer of cement mortar 1:6 complete all as specified. |
| 15 | . M&L Supplying and laying of Precast Box Culvert-Road crossing having in to in dimension 600mm x 600mm of top thickness _50mm and bottom thickness of _70_mm of 2000mm long each from T6 load carrying capacity-4.8Ton axel load and 2.4 T wheel load confirming to BIS/JIS having high performance self-compacting concrete M-40 cylindrical strength / M-50 Grade cube strength and Fe500/Fe550D reinforcement. The product should be manufactured with self compacting concrete in wet-cast method only and dully steam cured for accelerated curing. The product shall have tie shape joint 10-20mm with 25mm depth groove as per BIS/JIS on both side of each storm water drain for jointing two precast storm water drains using cement mortar or suitable non shrink grout. The precast utility duct must consists of special in-built inlet at appropriate location for fixing de-shackle for mechanical installation, including supply transportation, installation of specific location at site in line, level, gradient and plumb with necessary testing commissioning and filling cement slurry b/w two segmentjointetc complete all as specified and directed.2.Contractor shall submit, MOU with Precast/Prefabricated manufacturer before commencement of work to GE.Note -1- including crane or hydra for laying drains2-Sample as installed/laid at sena bhavanand displayed at HQCWE delhi cantt. 3-Once the precast drains are on site (+,-)5% of Each lot will be subjected to rebound hammer test +compressive testing4- Compressive test Certificate from Original OEM with inhouse NABL accredited lab only, to be submitted with each batch from Authenticity. MOU with Labs and 3rd Party Lab test certificate will not be accepted. 5. 10 Years warranty to be provided on Drains against leakage or seepage. |
| 16 | . M&L Supplying and laying of Precast U-Shape Strom water Drains having in to in dimension 600mm x 600mm of top thickness _50mm and bottom thickness of _70_mm of 2000mm long each from T6 load carrying capacity-4.8Ton axel load and 2.4 T wheel load confirming to BIS/JIS having high performance self-compacting concrete M-40 cylindrical strength / M-50 Grade cube strength and Fe500/Fe550D reinforcement. The product should be manufactured with self compacting concrete in wet-cast method only and dully steam cured for accelerated curing. The product shall have tie shape joint 10-20mm with 25mm depth groove as per BIS/JIS on both side of each storm water drain for jointing two precast storm water drains using cement mortar or suitable non shrink grout. The precast utility duct must consists of special in-built inlet at appropriate location for fixing de-shackle for mechanical installation, including supply transportation, installation of specific location at site in line, level, gradient and plumb with necessary testing commissioning and filling cement slurry b/w two segmentjointetc complete all as specified and directed.2.Contractor shall submit, MOU with Precast/Prefabricated manufacturer before commencement of work to GE.Note -1- including crane or hydra for laying drains2-Sample as installed/laid at sena bhavanand displayed CWE. 3-Once the precast drains are on site (+,-)5% of Each lot will be subjected to rebound hammer test +compressive testing4- Compressive test Certificate from Original OEM with inhouse NABL accredited lab only, to be submitted with each batch from Authenticity. MOU with Labs and 3rd Party Lab test certificate will not be accepted. 5. 10 Years warranty to be provided on Drains against leakage or seepage. |
| 17 | Providing and fixing factory made pre caste High strength precast draine covers with hole, having concrete of strength not less than high performance self-compacting concrete M-40, size 500(length) x 730(width) x 80 (mm), are varied as for site requirement , reinforeced with as per structural requirement TMT Grade Fe 500/550D,all as specified as per direction of eng in charge. 2.Contractor shall submit, MOU with Precast/Prefabricated manufacturer before commencement of work to GE.Note -1- including crane or hydra for laying drains2-Sample as installed/laid at sena bhavanand displayed at HQCWE delhi cantt. 3-Once the precast drains are on site (+,-)5% of Each lot will be subjected to rebound hammer test +compressive testing4- Compressive test Certificate from Original OEM with inhouse NABL accredited lab only, to be submitted with each batch from Authenticity. MOU with Labs and 3rd Party Lab test certificate will not be accepted. 5. 10 Years warranty to be provided on Drains against leakage or seepage. |
| 18 | S & Ffor precastplastic fibre reinforced cement concreteManhole coverincluding grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 1000mmx500mm & 75 mm thick complete all as specifiedand as directed. |
| 19 | M&L for 75mm thick PCC type C2 1:3:6 using (40mm graded aggregate) as a leaveling course Complete all as specified and as directed. |
| 20 | Material and labour Machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Gradecomplete all as specified and directed. |
| 21 | M&L sand filling under floors or in foundation including watering and consolidation |
| 22 | M&L for Factory made cement concrete prepolished rouber moulded coloured chequered tiles 300x300 x20 to 25 mm thickcomplete all as specified & directed. |
