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| 1 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. |
| 2 | Earthwork in excavation in saturated soil upto depth of 0.60 m including pumping or bailing out water and banking in layer for the purpose of making embankments or filling up ground depressions lead upto 20 m. and lift upto 1.5 m. |
| 3 | Dewatering the trenches and bailing out water including removal of slush mud etc. for any depth and disposal of pumped mud water slush to suitable point not forming circuit of return of pumped water to the very trench by employing diesel generated pump |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 5 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering shuttering and finishing in:;All works upto plinth level |
| 6 | Centering & shuttering including Strutting Propping & removal of forms for :;Vertical surfaces such as retaing walls return walls Partitions walls (any thickness) including attached Pilasters Buttresses Plinth and string courses Fillets and the like |
| 7 | Reinforced cement concrete work 1:1½:3 (1 cement: 1½ coarse sand: 3 granitic or basaltic stone aggreate 20mm nominal size excluding plastering and cost of centering shuttering & reinforcement in sloping or battering surface (slabs beams louvers etc);Where inclination to the horizontal does not exceed 30° |
| 8 | Making soak pit. 2.5 m dia 3 m deep with 45x45 cm dry brick honey comb shaft and S.W. drain pipe 100 mm diameter 1.8 m long complete filled with laterite stone aggregate 125 to 180 mm surrounded by laterite stone aggregate of 40 mm and down gauge as per standard design. |
| 9 | Providing M.S. footrests including fixing in manholes with 20 x 20 x 10 cm cement concrete block 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 20 mm nominal size) as per standard design :;With 20 x 20 mm square or round bar |
| 10 | Supplying and fixing C.I. cover without frame for manholes:;500 mm dia C. I. Cover (medium duty) the weight of the cover to be not less than 58 kg. |
| 11 | Making connection of drain or sewer line with existing manholes including braking into and making good the walls floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete:;For pipe 250 to 300 mm dia |
| 12 | Supply of rigid PVC fittings conforming to IS: 7834-1975 designed for precision and accuracy so as to join PVC pipes and other specials including railway freight carting loading and unloading and stacking etc. complete.;Elbow;Outer Dia in mm;PN 10 (10kg/cm2);75 |
| 13 | Providing and laying cement concrete 1:3:6 with (1 cement :3 coarse sand : 6 graded granitic or basalt 20mm nominal size) for hunching including necessary centering shuttering and form work around SW SG pipes including concrete as per standard design given IS:4127.;150mm dia S.W. pipes |
| 14 | Refilling the pipeline/foundation trenches plinth sides foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 15 | Construction of masonry chamber 60x60x75cm inside in 40kg/sq. cm brickwork complete with 23 cms wall thickness and in cement mortar 1:4( 1 cement : 4coarse sand) for sluice valves 50 to 80mm with necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 coarse sand: 10 graded stone ballast 40 mm nominal size) and inside plastered with CM 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement complete and chamber cover as specified below etc. all complete as per standard drawing . (rate is inclusive of rate earthwork excavation cost of surface cover and all other materials and labour and as per details below);with C.I. Surface box 200mm top dia 300mm bottom dia and 300 mm deep of wt 32kg inside with chain lid in 120 mm thick RCC slab cover in cement concrete 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone ballast 20 mm nominal size) |
| 16 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level |
| 17 | Waterproofing of sunken slabs toilet blocks terraces on slabs under brickbats roofs watertanks. Cleaning the surface and filling cracks (if any) applying EPCO ACR wherever necessary Providing and Moistening the surface with water to render it saturated. Mix Cement and Monobond WF in the ratio of 1.25 kg to 1 by weight and stir continuously. Apply minimum 2 coats with an interval of 12 hours minimum between the coats. Fix fiber mesh while the first coat is still tacky. Cure with sprinkling of water 3-4 times a day. incl. cost of scaffolding transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent |
| 18 | 12mm cement plaster 1:3 (1 cement : 3 coarse sand) |
| 19 | Providing and laying in design & pattern factory made PVC RUBBER MOULDED Interlocking Cement Concrete paver blocks of M35/M40 strength thickness & size/shape made by table vibratory method using Rubber mould laid in required colour & pattern over 50mm thick compacted bed of fine sand compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator filling the joints with river/manufactured sand and cutting of paver blocks as per required size and pattern finishing and sweeping extra sand in footpath parks lawns drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineer.;60mm thick -Coloured other than Grey (M35 grade) |
| 20 | Providing and fixing ASTM UPVC pipe conforming to ASTM 2467 with ISO 14001 including all UPVC plain & brass threaded fittings including jointing of pipes & fittings with one step UPVC solvent cement trenching refilling & testing of joints complete as per direction of Engineer. External work.;SCH-40(blue)/(white);110mm outer dia. |
| 21 | Providing TMT steel reinforcement bars of (SAIL TATA. VIZAG JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 22 | Centering & shuttering including Strutting Propping & removal of forms for :;Suspended floors roofs landings shelves & their supports |
| 23 | (A) By tipper truck including loading unloading and stacking;(A) Limebuilding rubbish manure sludge moorum excavated rock;Limemoorum building rubbish;Beyond 5 upto 20 km per km Please Enable Macros to View BoQ information |
