|
| 1 | Making Balli crate for coffer bund inluding all lead&lift, cost of mateial, loding, unloading, labour, T&P and placing to worksite etc for proper completion of work as directed by engineer-in-charge. |
| 2 | Laying and packing boulder 20 to 40 kg. wt. in balli crate excluding cost of boulder including all lead&lift, loding, unloading, labour, T&P and placing to worksite etc for proper completion of work as directed by engineer-in-charge. |
| 3 | Supplying & Filling of old/used E.C. Bags with local earth from required lead by tractor trolly i/c sewing with sutli including all lead&lift, loding, unloading, labour, T&P and placing to worksite etc for proper completion of work as directed by engineer-in-charge. |
| 4 | Earth work in embankment by power transported earth with a lead upto 3.00 Km. including excavation, loading, unloading, manual compaction, dressing and all lifts complete including cost of all material, labour and T&P etc.for proper completion of work as directed by engineer-in-charge. |
| 5 | Providing & laying R.B.M for making coffer bund in down stream of barrage excluding cost of R.B.M including all lead&lift, loding, unloading, labour, T&P and placing to worksite etc for proper completion of work as directed by engineer-in-charge. |
| 6 | Dismantling old damaged cement concrete work of launching apron including stacking of all material with in a distance upto 60 m.as per direction of Engineer-in charge for proper complition of work . |
| 7 | Providing & Laying Coarse sand in inverted filter including cost of all materials carriage up to site of work labour, T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 8 | Providing & Laying stone grit 10.00 mm size in inverted filter including cost of all materials carriage up to site of work labour, T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 9 | Providing & Laying stone grit 20 mm size in inverted filter including cost of all materials carriage up to site of work labour, T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 10 | Providing & Laying porous concrete in 1:4 (1 cement:4stone grit) 50.00 % of 12-20mm size in jhiries including cost of all materials carriage up to site of work labour, T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 11 | Providing & laying hand packed boulder 40-60 Kg. wt. in scour/damaged floor portion including cost of all materials carriage up to site of work, labour T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 12 | Providing and laying packing boulder 20 to 40 Kg. wt. in 8 S.W.G. (4mm.) G.I.Wire crate (size 3.0x1.50x1.0 m.) 15cm.x15cm. mesh double Knot type including cost of all material, carriage up to site T&P lead and lift and labour required for proper completion of work as directed by engineer-in-charge. |
| 13 | Centering & Shuttering for C.C. Works/C.C. Blocks including cost of centering & shuttering all materials ,labour ,T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 14 | Providing & laying cement conc. In M25 (1:1:2 -cement:Coarse sand:shingle/Grit 12-20 mm.size) including cost of all materials , Labour and T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 15 | Hiring of diesel pumps 5 H.P. including operater and POL for surface dewatering with cost of labour all T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 16 | Disposal of dismantaled material carraige up to 1.00 km by tractor trolly including cost of labour and T&P etc. required for proper completion of work as directed by engineer-in-charge. |
| 17 | Providing and filling the pointing mortar in stone masonry/granite joints of stone masonry floor & glacis section after chipping & removing of loose mortar, cleaning the groove properly a depth of 2 times of width by applying an epoxy based priming coat of bonding agent in consumption of 0.4 - 0.5 kg/m2 on the both the surfaces of the joints with a brush. And further filling the joints properly with single component, fibre reinforced, sulphate resistant, non shrink, fibre reinforced, UV resistant, thixotropic, high performance CE Certified cementitious structural repair mortar as per required specification with insurance, transportation all lead & lifts, including cost of all materials, labour T&P etc excluding G.S.T. required for proper completion of work as directed by Engineer-in-charge. |
| 18 | Chipping of unsound/weak concrete material from the friction block/deneted sill/deflector/baffle block with manual Chisel and or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead & lifts including cost of labour and T&P etc required for proper completion of works as directed by Engineer-In-Charge. |
| 19 | Supply & fixing 16mm dia steel sheer connector in grid pattern in between old core and new epoxy mortar or as directed by Engineer-in-charge including drilling hole of depth of 800 mm and chemical anchoring with ETA approved , epoxy resin based, 2-part, thixotropic, high performance anchoring adhesive for anchoring threaded rods and reinforcing bars in both cracked and un-cracked concrete in dry or damp concrete as per required specification with all materials, labour and T&P etc. excluding G.S.T required for proper completion of work as directed by Engineer-in-charge. |
| 20 | Providing, mixing & applying two component epoxy resin concrete bonding coat on prepared RCC surfaces as directed by Engineer-in-charge including preparation of surface by chipping and thoroughly cleaning of surface complete wherever required in consumption of 0.4 - 0.5 kg/Sqm complete all as specified and directed. as per specified material including cost of all materials, labour T&P etc excluding G.S.T. required for proper completion of work as directed by Engineer-in-charge. |
| 21 | Rebuilding the section of damaged RCC elements to its original size in thickness by providing and casting with Microcrete for ready to use including providing and fixing of watertight foam faced finish shuttering of minimum 18mm thickness and supporting formwork or all lead lift, mixing, placing, de-shuttering, leveling the surface by grinding off cementitious slurry or cementitious joints differences if any and curing complete all as specified and directed. excluding G.S.T for proper completion of work as directed by Engineer-in-charge. |
| 22 | Resurfacing - Providing and applying 25mm. thick Mortar, a solvent-free, three component thixotropic epoxy mortar based on a combination of epoxy resin and selected quartz aggregates on deneted sill/baffle block. as per specified material including cost of all material, equipment, arrangments of all scaffolding, labour charges and all leads and all lifts of all materials including curing, finishing and other operation required for maintaining, cleanliness of construction etc. excluding G.S.T as per directed by the Engineer in Charge. Please Enable Macros to View BoQ information |