|
| 1 | fo0[k0 dqjkjk ds xzke fldjks |
| 2 | Boring of 30cm dia piles of double under reamed of 50cm dia of bulb and 3.60 meter depth in B.C. Soil with hand operated auger machine |
| 3 | R.C.C . Work in cement coarse sand and 20mm gauge stone gride in proportion 1:1.5:3 in piles grade beam excluding supply of reinforcement and also including supply of all material labour T&P centering and shuttering etc. DSR Code No 5.1.2 |
| 4 | R.C.C . Work in cement coarse sand and 20mm gauge stone gride in proportion 1:1.5:3 in columns excluding supply of reinforcement and also including supply of all material labour T&P centering and shuttering etc. DSR Code No 5.2.2 |
| 5 | M-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, T&P complete DSR Code No 6.1.2 |
| 6 | M-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, T&P complete in super structure DSR Code No 6.1.2+6.5 |
| 7 | R.C.C . Work in cement coarse sand and 20mm gauge stone gride in proportion 1:1.5:3 in lintel T-beam, slab excluding supply of reinforcement and also including supply of all material labour T&P centering and shuttering etc. DSR Code No 5.3 Lintel |
| 8 | M.S. Work in R.C.C. Incluing supply of steel its wastage and hooks and authorised overlap DSR Code No 5.22.1 |
| 9 | Earth work in filling by cartage of earth from 5.00km by tractor trolly. DSR Code No 2.25(a) |
| 10 | 12mm thick plaster work in 1:4cement and fine sand mortor DSR Code No 13.1 |
| 11 | Sand filling under floor DSR Code No 2.27 |
| 12 | Laying of PCC in 1:4:8 cement ,sand and 40mm stone ballast in base concrete DSR Code No 4.1.8 |
| 13 | Laying of 80mm thick rouble moulded interlocking concrete pavment as per drawing and design clause 1501 |
| 14 | P/ applying plaster of paris putty of avg. thickness 2mm of appd. Brand over the plastered wall surface to prepare to surface even and smooth DSR Code No 13.26 |
| 15 | finishing wall tex tured exterior paint of required shad : new work ( two or more coat) @3.28ltr /10sqm over and including priming coat of exterior primer applied @2.20kg /10sqm DSR Code No 13.45 |
| 16 | 12 mm thick plaster in 1:3 cement and coarse sand mortor over slab DSR Code No 13.9.1 |
| 17 | P/Laying of Khaprail on Tapper Slab As per lokal market rate |
| 18 | Extra Shuttering + Labour cost for Architechral look |
| 19 | site clearence before and after completion the work |
| 20 | imformation board + photography |
| 21 | Tranpotation of Handpump material and t&p from divi. Store to site of work |
| 22 | Hiring charge of necessary T&P and Equipment requried for instalation of Handpump cutter , wire rope lamps wooden Planks ,loading arrengment for palm and presser for com. Days including excavation of pit and water etc. complete |
| 23 | P/ of india mark hand pump machine and pipe etc (a) standerd deepwell hand pump machine complete |
| 24 | (b) 140mm PVC pipe 8kg per sqm |
| 25 | P/ O 32mm diameter GI pipe B Class all completion |
| 26 | To make vertical bore 150mm dia boring by hand boring in following depthsin soil mixed with morum /shingle /kankar the depth of bore shall be according to strata condition this shall be decited by eng. I/C (a) 0-30m |
| 27 | (b) 31-50m |
| 28 | (c) 51-60m |
| 29 | S/F of end cap 110 mm dia required including all material labour T&P |
| 30 | S/F of nylon mesh required including all material labour T&P |
| 31 | Preparation of assembly as per eng. I/C and lowering of assembly consisting of110mm dia PVC pipe 6kg/sqcm, 1 kg /Sqcm, 10 kg /sqcm and testing ets vertically along with stainer pipe fitted at bottom . (a) 0-45m |
| 32 | (b) 45- above BGL |
| 33 | S/Filling coarse sand arround stainer ( up to 3 mtr. From the bottom of stainer and filling of bentonite between bore hole and casing pipe including all material labour T&P |
| 34 | Lowring of 32mm dia GI pipe with ets cutting , threding etc. com. |
| 35 | Development of drilled bore hole sand till free yield of water is achieved in newly constructed bore hole including all material labour T&P etc. com. And installation of india marka II Hndpump (padestal) its position and its centering |
| 36 | disaffection by chlorination work of Development work of after handpump installation after devlopment including supply of all chemicals required. |
| 37 | Const. of PCC plateform in 1:2:4 of size 1.85 mtr. Dia as deparmental type design for India marka Handpumpe |
| 38 | Const. of PCC drain in 1:2:4 as deparmental type design complete |
| 39 | embossing on pedestal as per direction of eng.I/C |
| 40 | Provision for Testing of water sample in district water qlty. Lab of newly installed handpumpe |
| 41 | fo0[k0 ekSngk ds xzke elxoka esa eks{k/kke dk fuekZ.k dk;ZA |
| 42 | Boring of 30cm dia piles of double under reamed of 50cm dia of bulb and 3.60 meter depth in B.C. Soil with hand operated auger machine |
| 43 | R.C.C . Work in cement coarse sand and 20mm gauge stone gride in proportion 1:1.5:3 in piles grade beam excluding supply of reinforcement and also including supply of all material labour T&P centering and shuttering etc. DSR Code No 5.1.2 |
| 44 | R.C.C . Work in cement coarse sand and 20mm gauge stone gride in proportion 1:1.5:3 in columns excluding supply of reinforcement and also including supply of all material labour T&P centering and shuttering etc. DSR Code No 5.2.2 |
| 45 | M-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, T&P complete DSR Code No 6.1.2 |
| 46 | M-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, T&P complete in super structure DSR Code No 6.1.2+6.5 |
| 47 | R.C.C . Work in cement coarse sand and 20mm gauge stone gride in proportion 1:1.5:3 in lintel T-beam, slab excluding supply of reinforcement and also including supply of all material labour T&P centering and shuttering etc. DSR Code No 5.3 Lintel |
| 48 | M.S. Work in R.C.C. Incluing supply of steel its wastage and hooks and authorised overlap DSR Code No 5.22.1 |
| 49 | Earth work in filling by cartage of earth from 5.00km by tractor trolly. DSR Code No 2.25(a) |
| 50 | 12mm thick plaster work in 1:4cement and fine sand mortor DSR Code No 13.1 |
| 51 | Sand filling under floor DSR Code No 2.27 |
| 52 | Laying of PCC in 1:4:8 cement ,sand and 40mm stone ballast in base concrete DSR Code No 4.1.8 |
| 53 | Laying of 80mm thick rouble moulded interlocking concrete pavment as per drawing and design clause 1501 |
| 54 | P/ applying plaster of paris putty of avg. thickness 2mm of appd. Brand over the plastered wall surface to prepare to surface even and smooth DSR Code No 13.26 |
| 55 | finishing wall tex tured exterior paint of required shad : new work ( two or more coat) @3.28ltr /10sqm over and including priming coat of exterior primer applied @2.20kg /10sqm DSR Code No 13.45 |
| 56 | 12 mm thick plaster in 1:3 cement and coarse sand mortor over slab DSR Code No 13.9.1 |
| 57 | P/Laying of Khaprail on Tapper Slab As per lokal market rate |
| 58 | Extra Shuttering + Labour cost for Architechral look |
| 59 | site clearence before and after completion the work |
| 60 | imformation board + photography |
| 61 | Tranpotation of Handpump material and t&p from divi. Store to site of work |
| 62 | Hiring charge of necessary T&P and Equipment requried for instalation of Handpump cutter , wire rope lamps wooden Planks ,loading arrengment for palm and presser for com. Days including excavation of pit and water etc. complete |
| 63 | P/ of india mark hand pump machine and pipe etc (a) standerd deepwell hand pump machine complete |
| 64 | (b) 140mm PVC pipe 8kg per sqm |
| 65 | P/ O 32mm diameter GI pipe B Class all completion |
| 66 | To make vertical bore 150mm dia boring by hand boring in following depthsin soil mixed with morum /shingle /kankar the depth of bore shall be according to strata condition this shall be decited by eng. I/C (a) 0-30m |
| 67 | (b) 31-50m |
| 68 | (c) 51-60m |
| 69 | S/F of end cap 110 mm dia required including all material labour T&P |
| 70 | S/F of nylon mesh required including all material labour T&P |
| 71 | Preparation of assembly as per eng. I/C and lowering of assembly consisting of110mm dia PVC pipe 6kg/sqcm, 1 kg /Sqcm, 10 kg /sqcm and testing ets vertically along with stainer pipe fitted at bottom. (a) 0-45m |
| 72 | (b) 45- above BGL |
| 73 | S/Filling coarse sand arround stainer ( up to 3 mtr. From the bottom of stainer and filling of bentonite between bore hole and casing pipe including all material labour T&P |
| 74 | Lowring of 32mm dia GI pipe with ets cutting , threding etc. com. |
| 75 | Development of drilled bore hole sand till free yield of water is achieved in newly constructed bore hole including all material labour T&P etc. com. And installation of india marka II Hndpump (padestal) its position and its centering |
| 76 | disaffection by chlorination work of Development work of after handpump installation after devlopment including supply of all chemicals required. |
| 77 | Const. of PCC plateform in 1:2:4 of size 1.85 mtr. Dia as deparmental type design for India marka Handpumpe |
| 78 | Const. of PCC drain in 1:2:4 as deparmental type design complete |
| 79 | embossing on pedestal as per direction of eng.I/C |
| 80 | Provision for Testing of water sample in district water qlty. Lab of newly installed handpumpe |
| 81 | fo0[k0 ekSngk ds xzke flykSyh esa eks{k/kke dk fuekZ.k dk;ZA |
| 82 | Boring of 30cm dia piles of double under reamed of 50cm dia of bulb and 3.60 meter depth in B.C. Soil with hand operated auger machine |
| 83 | R.C.C . Work in cement coarse sand and 20mm gauge stone gride in proportion 1:1.5:3 in piles grade beam excluding supply of reinforcement and also including supply of all material labour T&P centering and shuttering etc. DSR Code No 5.1.2 |
| 84 | R.C.C . Work in cement coarse sand and 20mm gauge stone gride in proportion 1:1.5:3 in columns excluding supply of reinforcement and also including supply of all material labour T&P centering and shuttering etc. DSR Code No 5.2.2 |
| 85 | M-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, T&P complete DSR Code No 6.1.2 |
| 86 | M-150 brickwork in 1:6 cement and fine sand mortor including cost of material , labour, T&P complete in super structure DSR Code No 6.1.2+6.5 |
| 87 | R.C.C . Work in cement coarse sand and 20mm gauge stone gride in proportion 1:1.5:3 in lintel T-beam, slab excluding supply of reinforcement and also including supply of all material labour T&P centering and shuttering etc. DSR Code No 5.3 Lintel |
| 88 | M.S. Work in R.C.C. Incluing supply of steel its wastage and hooks and authorised overlap DSR Code No 5.22.1 |
| 89 | Earth work in filling by cartage of earth from 5.00km by tractor trolly. DSR Code No 2.25(a) |
| 90 | 12mm thick plaster work in 1:4cement and fine sand mortor DSR Code No 13.1 |
| 91 | Sand filling under floor DSR Code No 2.27 |
| 92 | Laying of PCC in 1:4:8 cement ,sand and 40mm stone ballast in base concrete DSR Code No 4.1.8 |
| 93 | Laying of 80mm thick rouble moulded interlocking concrete pavment as per drawing and design clause 1501 |
| 94 | P/ applying plaster of paris putty of avg. thickness 2mm of appd. Brand over the plastered wall surface to prepare to surface even and smooth DSR Code No 13.26 |
| 95 | finishing wall tex tured exterior paint of required shad : new work ( two or more coat) @3.28ltr /10sqm over and including priming coat of exterior primer applied @2.20kg /10sqm DSR Code No 13.45 |
| 96 | 12 mm thick plaster in 1:3 cement and coarse sand mortor over slab DSR Code No 13.9.1 |
| 97 | P/Laying of Khaprail on Tapper Slab As per lokal market rate |
| 98 | Extra Shuttering + Labour cost for Architechral look |
| 99 | site clearence before and after completion the work |
| 100 | imformation board + photography |
| 101 | Tranpotation of Handpump material and t&p from divi. Store to site of work |
| 102 | Hiring charge of necessary T&P and Equipment requried for instalation of Handpump cutter , wire rope lamps wooden Planks ,loading arrengment for palm and presser for com. Days including excavation of pit and water etc. complete |
| 103 | P/ of india mark hand pump machine and pipe etc (a) standerd deepwell hand pump machine complete |
| 104 | (b) 140mm PVC pipe 8kg per sqm |
| 105 | P/ O 32mm diameter GI pipe B Class all completion |
| 106 | To make vertical bore 150mm dia boring by hand boring in following depthsin soil mixed with morum /shingle /kankar the depth of bore shall be according to strata condition this shall be decited by eng. I/C (a) 0-30m |
| 107 | (b) 31-50m |
| 108 | (b) 51-60m |
| 109 | S/F of end cap 110 mm dia required including all material labour T&P |
| 110 | S/F of nylon mesh required including all material labour T&P |
| 111 | Preparation of assembly as per eng. I/C and lowering of assembly consisting of110mm dia PVC pipe 6kg/sqcm, 1 kg /Sqcm, 10 kg /sqcm and testing ets vertically along with stainer pipe fitted at bottom . (a) 0-45m |
| 112 | (b) 45- above BGL |
| 113 | S/Filling coarse sand arround stainer ( up to 3 mtr. From the bottom of stainer and filling of bentonite between bore hole and casing pipe including all material labour T&P |
| 114 | Lowring of 32mm dia GI pipe with ets cutting , threding etc. com. |
| 115 | Development of drilled bore hole sand till free yield of water is achieved in newly constructed bore hole including all material labour T&P etc. com. And installation of india marka II Hndpump (padestal) its position and its centering |
| 116 | disaffection by chlorination work of Development work of after handpump installation after devlopment including supply of all chemicals required. |
| 117 | Const. of PCC plateform in 1:2:4 of size 1.85 mtr. Dia as deparmental type design for India marka Handpumpe |
| 118 | Const. of PCC drain in 1:2:4 as deparmental type design complete |
| 119 | embossing on pedestal as per direction of eng.I/C |
| 120 | Provision for Testing of water sample in district water qlty. Lab of newly installed handpumpe |
| 121 | GST Extra as per applicable Please Enable Macros to View BoQ information |
