Construction of Boundary Wall for Shamshan Sthal in Village-Mirzapur, YEA WC-06

Earth work in excavation by mechnical means (hydraulic excavation) manual means in foundation trenches or drain (not exceeding 1.5 m in width) or 10 Sqm on plain including dressing of sides remaining bottom, lift upto1.5 m including getting out the excavated earth and disposal of surplus excavated soil as per direction of engg. in charge with in lead upto 50 m DAR 2.8.1

Cement concrete with 4cm Guage Approved Stone ballast , Coarse Sand& Cement in the proportion of 8:4:1 including Supply of all material, Labour, Tools & Plants etc required for Proper completion of the work. UPPWD/SOR/281/P-17

Centering and shuttering including strutting, propping etc. and removal of form for all heights :

Foundations, footings, bases of columns, etc. for mass concrete. (DAR/5.9.1/Based on UPPWD/SOR-2020))

Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DAR/5.9.5/Based on UPPWD/SOR-2020))

Columns, Pillars, Piers, Abutments, Posts and Struts. (DAR/5.9.6/Based on UPPWD/SOR-2020))

Suspended floors, roofs, landings, balconies and access platform (DAR/5.9.3/Based on UPPWD/SOR-2020))

Edges of slabs and breaks in floors and walls: Under 20 cms wide. (DAR/5.9.16.1/Based on UPPWD/SOR-2020)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto Plinth Level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (DAR 5.1.2/ UPPWD SOR 2020)

Reinforced Cement concrete work in walls (any Thickness ), including attatched Pilasters, Buttresses, plinth and String courses , fillets , columns, pillars piers, abutments , posts and struts etc. upto Floor V Level, Excluding the cost of Centring , Shuttring, Finishing and Reinforcement: (Cast in situ) 1:1.5:3 (1 Cement : 1.5Coarse Sand: 3 Graded Stone Aggregete 20mm Nominal Size) (DAR 5.2.2/ UPPWD SOR 2020)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more./Cold twisted bars. (DAR/5.22.6/Based on UPPWD/SOR-2020))

M-150 brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305)

M-150 brick work in 1:4 cement and Coarse sand mortar in Super Structure above plinth level upto Floor V Level In all Shapes and Sizes. including supply of all material, labour and tools and plants. ect. required for proper completion of work . UPPWD/SOR/303+(305)

12 mm cement plaster of mix : 1:6 (1cement :6 coarse sand) (DAR/13.4.2/Based on UPPWD/SOR-2020))

15 mm cement plaster on rough side of single : 1:6 (1 cement: 6 coarse sand) (DAR/13.5.2/Based on UPPWD/SOR-2020))

Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied 3.84 kg/b sqm). (Based on UPPWD/SOR-2020/P-39)

Supply & fixing of R.C.C.Grill work (JALI) of approved patterm & make at site of work in cement concrete consisting of cement, approved coarse sand and 6 mm. nominal size stone grit inthe proportion of 1:2:4 & reinforced with 6 mm. dia M.S. wire/bar including cutting & finishing with 1:3 cement & fine sand of 1.25 fineness modulus mortar including supply of all materials, labour, tools and plants etc. required for proper completion of the work but excluding plaster on jambs, sill & soffit of the opening. 50 mm thick. UPPWD/SOR-2020/New Item/P-27

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. UP PWD SOR 2020/ DAR-18/10.25.2

Painting with synthetic enemel paint of approved brand and manufacture to give an even shade:Two or more coats on new work.UP PWD SOR 2020/DAR/13.61.1

Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. layers including rernming and dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be depoiseted as spoil banks with in 30M distance as directed by yhe Engineer incharge.Excluding Royality. Wherever applicable for small work or Abadi area. (Only for where machine can not be reach/Move) SORUPPWD/253A+231A/P-14

Supply and fixing of India mark hand pump including making chabutara of dia 2 mtr. and 45 mtr lowering (depth) and PVC assembling, blinding pipe strainer and 63mm/110mm dia PVC pipe etc. (Pressure 6.0Kg/Cmsqr) including all labour & material and T&P complete as required as per direction of Engineer-in-charge. (AR/YEIDA/Based on UPPWD/SOR-2020)

Providing ,Fixing and commisoining of single phasesubmersible pump set in existing Bore well suitablefor 45 LPM Discharge 25 Mtr to 70 Mtr Head minimumTwo Star rating of approved make PVC cable supportwire starter etc complete in all respect including costof dismantling of existing hand pump achinecomplete Labour T and P etc .from bore wellapproved quality as per direction by Eng. in charge(language and rate based on Submersible fixing Itemno-1)(MR)

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110mm diameter (DAR/12.41.2/Based on UPPWD/SOR-2020))

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion: Single tee with door 110x110x110 mm. (DAR/12.42.3.2/Based on UPPWD/SOR-2020)

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion: 110 mm bend. (DAR/12.42.5.2/Based on UPPWD/SOR-2020)

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion: 110 mm Shoe. (DAR/12.42.6.2/Based on UPPWD/SOR-2020)

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 10 mm. (DAR/12.43.2/Based on UPPWD/SOR-2020

Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. (DAR/12.44/Based on UPPWD/SOR-2020

Providing and fixing water closet squatting pan (Indian type W.C. pan with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. UP PWD SOR 2020/ DAR-18/17.1.1

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge

20mm OD pipes. (DAR/18.8.2/Based on UPPWD/SOR-2020)

25mm OD pipes. (DAR/18.8.3/Based on UPPWD/SOR-2020)

Providing and fixing brass gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore. (DAR/18.17.1/Based on UPPWD/SOR-2020)

Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand)admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120mm and minimum thickness at khurra as 65 mm. (DAR/22.7.1/Based on UPPWD/SOR-2020)

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (DAR/18.48/Based on UPPWD/SOR-2020)

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.(DAR/4.17/Based on UPPWD/SOR-2020))

Providing and fixing brass bib cock of approved quality : 15 mm nominal bore. (DAR/18.15.1/Based on UPPWD/SOR-2020)

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece. (DAR/10.5.2/Based on UPPWD/SOR-2020)

Please Enable Macros to View BoQ information