Uttar Pradesh Projects Corporation Limited has published Construction Of Boundary Wall ( 580 . 73 Mtr . ) , Main Gate ( 2 No . ) , Cattle Trap Guard Room , India Marka-Ii Handpump ( 3 No . ) And ( Boaring With 5 H . P Submersible Pump Set ) At Government Girls Digree College At Patnakhas , Santha T. Submission Date for this Tender is 27-07-2019. Wall construction Tenders in Sant Kabir Nagar Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | Cost of Labour Work (Boundary Wall) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.(AR-II) | BI01010001010000000000000515BI0100001113 | 351.92 | CUM |
| 3 | 3 | Providing and laying in cement concrete 1:4:8 (1 cement :4 fine sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. (AR-II) | BI01010001010000000000000515BI0100001114 | 77.82 | CUM |
| 4 | 4 | R.c.c. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc,required for proper completion of the works.strength of the concrete shallnot be less than M-20. (AR-II) | BI01010001010000000000000515BI0100001115 | 50.81 | CUM |
| 5 | 5 | As in item 3 above but in R.C.C. Raft foundation and footing with approved stone ballast.(Using 1:1.5:3 Mix concrete) M-20 (AR-II) | BI01010001010000000000000515BI0100001116 | 45.37 | CUM |
| 6 | 6 | As in item 4 above but in R.C.C. columns in (Using 1:1.5:3 Mix concrete) M-20 (AR-II) | BI01010001010000000000000515BI0100001117 | 36.63 | CUM |
| 7 | 7 | TMT-FE-500 in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. (AR-II) | BI01010001010000000000000515BI0100001118 | 188.74 | QTL. |
| 8 | 8 | M-150 brick work in 1:6 cement fine sand (of 1.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. (AR-II) | BI01010001010000000000000515BI0100001119 | 54.01 | CUM |
| 9 | 9 | Brick work in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.(AR-II) | BI01010001010000000000000515BI0100001120 | 109.18 | CUM |
| 10 | 10 | 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. and finshed even and smooth. and finshed even and smooth. (1)1 cement : 6 Fine sand (1.25 FM) (AR-II) | BI01010001010000000000000515BI0100001121 | 2466.07 | SQM |
| 11 | 11 | Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.(PWD-660+661) | BI01010001010000000000000515BI0100001122 | 2466.07 | SQM |
| 12 | 12 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. (when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Providing & fixing of grill. PWD-502 (A) | BI01010001010000000000000515BI0100001123 | 4181.26 | KG |
| 13 | 13 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. (PWD-641+642) | BI01010001010000000000000515BI0100001124 | 522.66 | SQM |
| 14 | 14 | Cost of Labour Work (Main Gate 2 No.) | BI01010001010000000000000515BI0100001125 | 1 | rs |
| 15 | 15 | Earth work in exacavation in trenches for foundations in ordinary soil (loan clay or sand) including lift upto1.5m and leadup to 30m.&including filling watering & ramming of excavated earth into trenches or into the space between the building & the sides of foundation trenches or in to the plinth and removal & disposal of surplus excavated earth as directed by the Engineer i/c upto a distance of 30 m from the foundation trenches. (AR-II) | BI01010001010000000000000515BI0100001126 | 20.42 | CUM |
| 16 | 16 | Providing and laying in cement concrete 1:4:8 (1 cement :4 fine sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form-work,in foundation and floors. (AR-II) | BI01010001010000000000000515BI0100001127 | 1.68 | CUM |
| 17 | 17 | R.c.c. work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion 1:1.5:3, (1cement :4.5 aggregate) in lintels ofdoors and windows excluding supply of reinforcement and its fixing and bindingthe same with 24 B WG binding wire including necessary centering andshuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.(AR-II) | BI01010001010000000000000515BI0100001128 | 0.78 | CUM |
| 18 | 18 | As in item 5 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete)(AR-II) | BI01010001010000000000000515BI0100001129 | 2.93 | CUM |
| 19 | 19 | As in item 3 above but in R.C.C. columns in 1:1.5:3having strength not less than M 150. (AR-II) M-20 | BI01010001010000000000000515BI0100001130 | 2.88 | CUM |
| 20 | 20 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. (AR-II) | BI01010001010000000000000515BI0100001131 | 6.82 | QTL. |
| 21 | 21 | Brick work in super-structure above plinth level up to floor two level ( up to two storeys ) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall more than 12cms. (1:6 cement Fine sand) (AR-II) M-150 | BI01010001010000000000000515BI0100001132 | 0.66 | CUM |
| 22 | 22 | 12 mm cement plaster in single coat onrough side of single or half brick wall for interior plastering up tofloor two level including brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and / or rounded angles not exceeding 80 mm in girth and finished even and smooth No. extra for mixing any additive.(AR-II) (1)1 cement : 6 Fine sand (1.25 FM) | BI01010001010000000000000515BI0100001133 | 23.86 | SQM |
| 23 | 23 | Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.(PWD-660+661) | BI01010001010000000000000515BI0100001134 | 23.86 | SQM |
| 24 | 24 | Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. (PWD-503) | BI01010001010000000000000515BI0100001135 | 1730 | KG |
| 25 | 25 | Painting Ist coat over priming coat (but excluding cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work (PWD-641+642) | BI01010001010000000000000515BI0100001136 | 69.2 | SQM |
| 26 | 26 | Cost of Labour Work (Cattle Trap 2 No.) | BI01010001010000000000000515BI0100001137 | 1 | rs |
| 27 | 27 | Earth work in excavation in trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including dressing of side sand ramming of bottoms, lift upto 1.5 m,including getting out the excavated soil and disposal of surplus excavated soil as directed,with in alead of 50 m. All kinds of soils. | BI01010001010000000000000515BI0100001138 | 7.04 | CUM |
| 28 | 28 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. (a) 1:4:8( 1 cement : 4 course sand: 8 graded stone aggregate 40 mm nominal size ) | BI01010001010000000000000515BI0100001139 | 1.58 | CUM |
| 29 | 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-All work upto plinth level. (a) 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20 mm nominal size ) AR-I | BI01010001010000000000000515BI0100001140 | 1.8 | CUM |
| 30 | 30 | Providing and fixing T-iron frames for doors,windows and ventilators of mild steel Tee-sections,joints mitered and welded with 15*3mm lugs 10 cm long embededded in cement concrete blocks 15*10*10 cm of 1:3:6 ( 1 cement : 3 course sand :6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary but hinges and screws and applying a priming coat of approved steel primer. PWD-502 (ANGLE IRON (90*90*6 mm), T-SECTION ( 90*90*6) & HOLD FAST 40*6 FLAT) | BI01010001010000000000000515BI0100001141 | 173.48 | KG |
| 31 | 31 | G.I. Pipe (80 MM DIA) (DSR-18.12.8)/1.1405 | BI01010001010000000000000515BI0100001142 | 126.94 | RM |
| 32 | 32 | Cost of Labour Work (Guard Room) | BI01010001010000000000000515BI0100001143 | 1 | rs |
| 33 | 33 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. | BI01010001010000000000000515BI0100001144 | 22.86 | CUM |
| 34 | 34 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone ballast 40 mm nominal size) and curing complete, including cost of form- work, in foundation. | BI01010001010000000000000515BI0100001145 | 5.77 | CUM |
| 35 | 35 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. | BI01010001010000000000000515BI0100001146 | 0.82 | CUM |
| 36 | 36 | First class brick work in 1:6 cement and Fine sand of 1.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, T & P etc reqiored for proper completion of the work. | BI01010001010000000000000515BI0100001147 | 12.94 | CUM |
| 37 | 37 | 15 mm cement plaster on plinth side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) | BI01010001010000000000000515BI0100001148 | 6.81 | SQM |
| 38 | 38 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981) Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. | BI01010001010000000000000515BI0100001149 | 20.81 | SQM |
| 39 | 39 | Filling of carted earth | BI01010001010000000000000515BI0100001150 | 0.99 | CUM |
| 40 | 40 | 40 mm thick damp proof course of cement concrete consisting of 1:1.5:3 one part cement 1.5 parts approved . coarse sand and 3 parts approved 13mm graded stone grit and including water proofing materials as ordered by the E/I in the proportion as specified by the manufacturers including supply of all materials, labours and tools and plants etc. required for proper copletion of the work including proper curing and shuttering as necessary. | BI01010001010000000000000515BI0100001151 | 4.84 | SQM |
| 41 | 41 | Painting on DPC with two coats of air blown bitumen 85/50 or 85/25@ 1.7kg/Sqm.Approx including cost of fuel if any. | BI01010001010000000000000515BI0100001152 | 4.84 | SQM |
| 42 | 42 | SUPER STRUCTURE | BI01010001010000000000000515BI0100001153 | 1 | rs |
| 43 | 43 | M-150 brick work in 1:6 cement and Fine sand of 1.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall more than 12cms. | BI01010001010000000000000515BI0100001154 | 12.28 | CUM |
| 44 | 44 | M-150 brick work in 1:4 cement and coarse sand of 1.25 coarseness modulus mortar in super-structure. Above plinth level up to floor two level (up to two storey) including necessary cutting and molding of brick work as required and also including honey combed brick work in thickness of wall 12cms. | BI01010001010000000000000515BI0100001155 | 1.31 | CUM |
| 45 | 45 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | BI01010001010000000000000515BI0100001156 | 5.18 | SQM |
| 46 | 46 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. | BI01010001010000000000000515BI0100001157 | 0.78 | CUM |
| 47 | 47 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. | BI01010001010000000000000515BI0100001158 | 3.19 | CUM |
| 48 | 48 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. | BI01010001010000000000000515BI0100001159 | 4.14 | QTL |
| 49 | 49 | M.S. Angles 35x35x5mm for door chaukhats. | BI01010001010000000000000515BI0100001160 | 39.91 | KG |
| 50 | 50 | Mild steel or iron work of small size and sections such as holding down bolts hold fast, tie rods, grating etc. ( when not included in an overall rates ) wrought to required shape as necessary for bending etc. including supply of steel and its wastage including cost of bolts, nuts if required, welding ,grinding and making holes as required for completion of work. Providing & fixing of hold fast for chaukhats of doors and windows. | BI01010001010000000000000515BI0100001161 | 21.6 | KG |
| 51 | 51 | Fabrication of Z section fixed / Open able steel windows including necessary steel fitting such as handles stay etc. | BI01010001010000000000000515BI0100001162 | 102.47 | KG |
| 52 | 52 | Fabrication of window/Fixed Grill. | BI01010001010000000000000515BI0100001163 | 79.18 | KG |
| 53 | 53 | Supply and fixing Mosquitos proof jail having 5 mesh each cm. Made of 24 B.WG wire heavy quality and including cost of 25x5 mm flat iron around the jali, welding etc comlete. | BI01010001010000000000000515BI0100001164 | 4.66 | SQM |
| 54 | 54 | Fixing of Door, windows / ventilators chaukhats in position. (a) Door chaukhats | BI01010001010000000000000515BI0100001165 | 3 | NOS |
| 55 | 55 | (b) Window chaukhats | BI01010001010000000000000515BI0100001166 | 4 | NOS |
| 56 | 56 | (c) Ventilator chaukhats | BI01010001010000000000000515BI0100001167 | 1 | NOS |
| 57 | 57 | 12 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 Fine sand (1.25 FM) | BI01010001010000000000000515BI0100001168 | 91.77 | SQM |
| 58 | 58 | 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 Fine sand (1.25 FM) | BI01010001010000000000000515BI0100001169 | 85.56 | SQM |
| 59 | 59 | 12mm thick plaster in 1:3 on ceiling and soffits of stairs upto floor two level | BI01010001010000000000000515BI0100001170 | 20.47 | SQM |
| 60 | 60 | Making grooves 10 to 12mm wide x 8mm deep in plaster of the walls or in ceiling vertically or horizontally as required. | BI01010001010000000000000515BI0100001171 | 26.45 | RM |
| 61 | 61 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | BI01010001010000000000000515BI0100001172 | 37.9 | RM |
| 62 | 62 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). | BI01010001010000000000000515BI0100001173 | 13.53 | SQM |
| 63 | 63 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal sizelaid in onelayer neat cement(40 mm thickfloor). | BI01010001010000000000000515BI0100001174 | 14.84 | SQM |
| 64 | 64 | 20 mm cement plaster in two coats, backing coat 17 mm. And finishing coat 3 mmthick (on neat cement of cement and marble dust in ratio 5:1) on rough side of single or half brick wall for interior plastering up to floor two level including arises, internal rounded angles not exceeding 80 mm in girth and finished even and smooth. 1 cement :3 coarse sand | BI01010001010000000000000515BI0100001175 | 5.24 | SQM |
| 65 | 65 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | BI01010001010000000000000515BI0100001176 | 0.9 | SQM |
| 66 | 66 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete. | BI01010001010000000000000515BI0100001177 | 7.98 | SQM |
| 67 | 67 | Providing and fixing of flush door shutters commercial quality conforming to IS : 2202 Part I (1983) including fixing fixing of wooden cleats & stoppers and including fixing and adjustment of hinges, bolts locks, handles, springs and other fittings but excluding their supply and including painting with two coats of black Japan paint on all iron fitting if necessary. Fitting with necessary screws to be supplied departmentally. (30 mm thick Single leaf) | BI01010001010000000000000515BI0100001178 | 5.78 | SQM |
| 68 | 68 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm | BI01010001010000000000000515BI0100001179 | 3 | NOS |
| 69 | 69 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250 mm x 10mm | BI01010001010000000000000515BI0100001180 | 3 | NOS |
| 70 | 70 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm | BI01010001010000000000000515BI0100001181 | 6 | NOS |
| 71 | 71 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water tinnable priming coat with cement primer | BI01010001010000000000000515BI0100001182 | 112.23 | SQM |
| 72 | 72 | Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials. | BI01010001010000000000000515BI0100001183 | 85.56 | SQM |
| 73 | 73 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : (a) 4 mm thick. | BI01010001010000000000000515BI0100001184 | 4.66 | SQM |
| 74 | 74 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3 apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001185 | 17.44 | SQM |
| 75 | 75 | Painting two coats over priming coat on wood surfaces up to 10 cm width or small articles not exceeding 0.10 SqM in area with superior synthetic enamel such Luxol 3, High gloss apcolite super lac dulux or equivalent, specified brushing to give even shade including cleaning the surface if all dirt, dust and other foreign matter, sand papering and stopping including cost of all materials labours ,Tools and plants etc. required for proper completion of work. | BI01010001010000000000000515BI0100001186 | 11.55 | SQM |
| 76 | 76 | Providing & laying "brick Coba" 120mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15mm to each other, over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrylic cement concrete water proofing compound filled gaps of side wall parapet shall be mono lythic plaster wall upto 30cm higher and junction and corner shall be rounded by brick coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and ballast cement and coarse sand masonry coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour T & P etc complete for proper completion of work. | BI01010001010000000000000515BI0100001187 | 16.56 | SQM |
| 77 | 77 | Construction of drain along with apron150*150. | BI01010001010000000000000515BI0100001188 | 22.55 | RM |
| 78 | 78 | Providing & fixing glass strips of 3 mm thickness in joints of floor and skirting at the time of laying floors flush with floor level Including labour tools plants etc. complete. Of 35 depth | BI01010001010000000000000515BI0100001189 | 170.24 | RM |
| 79 | 79 | Cost of Material (INDIA MARKA-II HAND PUMP 3 No.) | BI01010001010000000000000515BI0100001190 | 1 | rs |
| 80 | 80 | Supply of following sizes of P. V. C. pipes fittings ( 6 kg/cm2) (a) 110 mm dia P. V. C. pipe | BI01010001010000000000000515BI0100001191 | 90 | Rm. |
| 81 | 81 | (b) 63 mm dia P. V. C. pipe | BI01010001010000000000000515BI0100001192 | 36 | Rm. |
| 82 | 82 | (C) 110x63 mm Reducer | BI01010001010000000000000515BI0100001193 | 3 | No. |
| 83 | 83 | (d) 63/50 mm P.V. C. Ribbed strainer set. | BI01010001010000000000000515BI0100001194 | 3 | Set. |
| 84 | 84 | Supply of 32 mm dia G.I. pipe ( Medium class). | BI01010001010000000000000515BI0100001195 | 72.6 | Rm. |
| 85 | 85 | Supply of india Mark-II Hand Pump completete with 24 m connecting rod and one number Cylender. | BI01010001010000000000000515BI0100001196 | 3 | No. |
| 86 | 86 | Hiring of boring T&P inculuding its carriage upto site and return back after completion of work. | BI01010001010000000000000515BI0100001197 | 3 | Job |
| 87 | 87 | 150 mm dia boring by palm & pressure method in all type of strata and levelling the site after completion of work including supply of all labour etc. complete. (a) 0 to 30 M below G.L. | BI01010001010000000000000515BI0100001198 | 90 | Rm. |
| 88 | 88 | (b) 30 to 0 M below G.L. | BI01010001010000000000000515BI0100001199 | 48 | Rm. |
| 89 | 89 | Preparation of PVC assembly and lowering of 110mm/60mm PVC pipe and strainer including supply of all labour, carriage upto site etc. required for proper (a) 0 to 30 M below G.L.completion of work. | BI01010001010000000000000515BI0100001200 | 90 | Rm. |
| 90 | 90 | (b) 30 to 0 M below G. L. | BI01010001010000000000000515BI0100001201 | 48 | Rm. |
| 91 | 91 | Surrounding of hand pipe with coarse sand around and below strainer and remaining base including supply of all labour, T&P, materials etc. required for proper completion of work. | BI01010001010000000000000515BI0100001202 | 0.6 | Cum. |
| 92 | 92 | Carriage of india Mark-II Hand pump, 32 mm dia G.I. Pile C/rod etc. for divisional store to site of work and its installation with G.I. Riser pipe including supply of all labour etc. complete with development of bole and its testing. | BI01010001010000000000000515BI0100001203 | 3 | Job |
| 93 | 93 | Construction of precast platform for india Mark-II Hand Pump as per departmental type design including supply of all materials, etc. required for proper completion of work. | BI01010001010000000000000515BI0100001204 | 3 | No. |
| 94 | 94 | Excavation for collection of water for boring 2.5x2.5x1.5 9.37M2 | BI01010001010000000000000515BI0100001205 | 28.12 | Sqm. |
| 95 | 95 | Water collection for pressure boring. | BI01010001010000000000000515BI0100001206 | 3 | Job |
| 96 | 96 | Cost of Material (Boring with 5 H.P Submersible Pump Set) | BI01010001010000000000000515BI0100001207 | 1 | rs |
| 97 | 97 | Transportation Charges of drilling equipment including assembly and other material as required. | BI01010001010000000000000515BI0100001208 | 1 | JOB |
| 98 | 98 | Drilling of 300 mm dia by rotary machine | BI01010001010000000000000515BI0100001209 | 120 | M |
| 99 | 99 | Supply & laying of 150mm dia M.S blind pipe (7.2 mm thick)Tata/ Jindal\n | BI01010001010000000000000515BI0100001210 | 100 | M |
| 100 | 100 | Supply & laying of 200mm dia M.S slotted pipe (7.2 mm thick)Tata/ Jindal\n | BI01010001010000000000000515BI0100001211 | 40 | M |
| 101 | 101 | Supply & fixing of 150mm dia M.S Ring | BI01010001010000000000000515BI0100001212 | 20 | NO. |
| 102 | 102 | Supply & fixing Bail plug 150 mm dia M.S. | BI01010001010000000000000515BI0100001213 | 1 | NO. |
| 103 | 103 | Supply & fixing Well Cap 150 mm dia M.S. | BI01010001010000000000000515BI0100001214 | 1 | NO. |
| 104 | 104 | Supply & filing of Pee gravel 1.6 mm to 2 mm in side of bore after lower and development as required as per direction of E/I. | BI01010001010000000000000515BI0100001215 | 20 | cum |
| 105 | 105 | Development by air compressor including transportation. | BI01010001010000000000000515BI0100001216 | 30 | Hrs |
| 106 | 106 | Development by O.P unit including transportation. | BI01010001010000000000000515BI0100001217 | 40 | Hrs |
| 107 | 107 | Well logging charges | BI01010001010000000000000515BI0100001218 | 1 | JOB |
| 108 | 108 | PUMPING SET KSB make submersible pump set suitable for installation in bore well of min 150 mm inner dia preferably more and having under noted specifications. TYPE UQD 182/10 + 6 UMA I/H 150/22(S/D)+7.5HP Capacity 1400LPH Total Head 92M No of stages 6 Max OD of the pump set 150mm size of discharges out let 3” Speed in RPM 2900 RPM H. P. of Motor 5.0 HP Method of starting star delta supply of voltage 400 V + 3% 3 phase The pumping set shall be comprise ( a ) Built in non-return valve ( b ) Six stages bowl assembly with bronze impellers and S. S. impeller shaft etc. ( c ) 7.5 HP 2900 RPM sub mersible electric motor suitable for Star/Delta starting with 3RM cable 2 x 3 x 4 sq mm | BI01010001010000000000000515BI0100001219 | 1 | NO. |
| 109 | 109 | Supply and fixing of finolex of copper cable ISI marked submersible cable of size 1 x 3 x 4 sq mm | BI01010001010000000000000515BI0100001220 | 120 | M |
| 110 | 110 | Supply of control panel board cubical type wall mounted vermin proof with internal wiring duly enameled painted for mechanically finished having L&T or equivalent make switch fuse unit with HRC fuses, ammeter, voltmeter, selector switch phase indication lamp with bulb (instrument fuses, power capacitor, single phase preventer complete set with supply of L&T Jyoti or equivalent Air break Star-Delta motor starter suitable for above pump set. | BI01010001010000000000000515BI0100001221 | 1 | NO. |
| 111 | 111 | Supply of 80mm dia M.S. column pipe of class 'C' both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. | BI01010001010000000000000515BI0100001222 | 60 | M |
| 112 | 112 | Supply of 80mm dia M.S.column pipe clamps with nut bolts packing etc. | BI01010001010000000000000515BI0100001223 | 2 | NO. |
| 113 | 113 | Supply of 80mm dia C.I. double flanged ISI mark reflex valve of upadhya or equ. Make | BI01010001010000000000000515BI0100001224 | 1 | NO. |
| 114 | 114 | Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. | BI01010001010000000000000515BI0100001225 | 2 | NO. |
| 115 | 115 | Supply of C.I. double flanged bend of 80 mm dia i/c cost of material and labour. | BI01010001010000000000000515BI0100001226 | 1 | NO. |
| 116 | 116 | Supply of 80mm dia C.I. tee heavy quality i/c cost of material. | BI01010001010000000000000515BI0100001227 | 1 | NO. |
| 117 | 117 | Supply of Guru/Fiibing or equivalent make pressure gauge. | BI01010001010000000000000515BI0100001228 | 1 | NO. |
| 118 | 118 | Erection & commissioning of pumping plants comp along with electric wiring. | BI01010001010000000000000515BI0100001229 | 1 | NO. |
| 119 | 119 | Supply of steel wire rope of 1/2" size | BI01010001010000000000000515BI0100001230 | 120 | M |
| 120 | 120 | S/B of 600 mm x 600 MM x 6.0mm G.I. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra ) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. | BI01010001010000000000000515BI0100001231 | 1 | NO. |
| 121 | 121 | S/F of one number 8 to 6 SWG G.I. Wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site. | BI01010001010000000000000515BI0100001232 | 8 | M |
| 122 | 122 | GST extra as applicable | BI01010001010000000000000515BI0100001233 |
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