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Tender For supply of rerouting of water pipe line crossing to sewage line : : - excavation in trenches not exceeding 1 point 5 meter wide and not exceeding 1 point 5 meter in depth for laying taking out of cables ci oblique gi pipe lines , returning filling in trenches including spreading levelling watering and well ramming in layers not exceeding 25 cm in soil , removal of excavated material and deposited where directed at a distance not more than 50m from starting , supply and fix accessories ci oblique di specials confirming to is 1578 of 196 any type radius and angle such , supply and laying in trenches 200 mm di pipe class k7 with tytan rubber , taking out unserviceable water main from trenches including fittings oblique fixture of 200 mm bore , supply and fix ss spindle ci sluice valve pn 1 point 6 long body confirming to is 14846 2000 complete and testing , construction of brickmasonry valve pit chamber of inner dimension 900 into 900 into 1050 mm suitable for valves
Tender For 1. construction of rcc slab culvert no. 3/1 on guiya palara baranghati road road under sopd-g for the year 2025-26 under rangia lac. 2. construction of brickmasonry boundary wall of jawaharlal nehru shishu vidyalay, rangia on the north side under so
Tender For tender for construction of brickmasonry wall for engine test cell and plumbing line for process cleaning area at aiesl engineering premises, oap, mumbai-400029
Tender For a/r & maintenance of to cgs quarters in sector-iii at spl, kane nagar, antop hill, mumbai-37, during 2025-26. sh: - replacement of damaged brickmasonry chamber with c.c. chambers in and around buildings 39-41 and other miscellaneousellaneous places in sector-iii.subwork/packages:a/r & maintenance of to cgs quarters in sector-iii at spl, kane nagar, antop hill, mumbai-37, during 2025-26. sh: - replacement of damaged brickmasonry chamber with c.c. chambers in and around buildings 39-41 and other miscellaneousellaneous places in sector-iii.
Tender For supply of materials and job work under the work of mc ew c of am special repair to conservation and restoration of entrance gateway of portion of old palace najibabad bijnor 2025 26 - items to be executed, u.s. lime, surkhi, coarse sand, lakhori brick, brick aggregate, sal wood, belgiri, gum, gur, demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of engineer- in-charge., demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer - in - charge. 15.2.1 nominal concrete 1:3:6 or richer mix (including equivalent design mix), 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. 15.7.4 in cement mortar, taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :15.13.1 of area 3 sq. metres and below, dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : 15.14.1 of sectional area 40 square centimetres and above, providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. the scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of engineer-in charge. note:- (1) the elevational area of the scaffolding shall be measured for payment purpose. (2) the payment will be made once only for execution of all items for such works. ( including errection & dismental after work), disposal of rubbish/malba heap,soil etc. from monument to outside of municipal limit by tractor trolly including excavation loading and unloading etc.requirement proper completion of work at monument /site, provision for providing & making lime slacking & mortar pit by means of pit excavation, brickmasonry & plastering over it. the size of the over all pit is 8.00m x 3.00m & depth is 0.90m. the pit is divided in to three parts & cement plaster, painting (two or more coats on new work) with oil type wood preservative of approved brand and manufacture, painting(one or more coats) with black japan paint of approved brand and manufacture to give an even shade
Tender For corrigendum : request for bids for supply, installation and commissioning of slaughter house plant as per apeda standard - a: civil work items, dismantling the reinforcement cement concrete (r.c.c.) work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete., dismantling brickmasonry in lime or cement mortar and stacking the material as directed with all leads, lifts etc., removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete., removing ventilators and small windows with frame and stacking the materials with all leads, lifts etc. complete., removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete, removing purlins from roof including stacking as directed with all leads , lifts etc. complete., removing rafters from roof including the materials as directed with all leads , lifts etc. complete., removing queen post truss from roof and stacking the materials as directed with allleads and lifts etc. complete, removing galvanized iron (g.i.) or asbestos cement (a.c.) sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc. complete., excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (lift upto 1.5 m.) by mechanical means, lift upto 1.50 m, excavation for foundation in hard murum including removing the excavated material upto distance of 50 meters beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (lift upto 1.50 m) by mechanical means, lift upto 1.50 m, excavation for foundation in hard murum including removing the cubic meter (cu.m) excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (lift from 1.5 to 3.0m.) by mechanical means, excavation for foundation in soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (lift from 1.5m to 3.0 m.) by mechanical means, lift upto 3.0 m, excavation for foundation in hard-rock by blasting including cubic meter (cu.m) trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the building area including dewatering and back filling with available earth/murum watering, ramming etc. complete. (lift from 1.5m to 3.0 m) by mechanical means, filling in plinth and floors with approved excavated materials available at site in 30 cm layers include- ing watering and compaction with plate compactor to required proctor density etc complete., filling in plinth and floors with contractors material/brought from outside and approved by engineer in charge in layers of 15 cm to 20 cm including watering and compaction etc. complete., providing dry trap / granite / quartzite gneiss 200 mm thick hard core metal spread in two layers each of 125mm thick crushed to 100 mm c