Public Health Engineering Department-PHED has published Augmentation Of Water Supply To Bomdila Township (Phase-I: Nagagg To Mandala Top)(2.37 Mld). Submission Date for this Tender is 29-03-2024. Water Supply Project Tenders in bomdila Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-Mar-2024 | Corrigendum | Date | 29-03-2024 |
| Sl. No. | Item Description |
| 1 | Sub Head :- C/O Drop Inlet Type Head work (HW1) |
| 2 | Earth work in excavation over areas (exceeding 30 cm. in depth, 1.5 m in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m. neatly dressed. earth lead upto 50 m. neatly dressed. |
| 3 | Earth work in excavation in saturated soil upto a depth of61 cm including pumping or bailing out water and disposing of excavated soil, lead upto 50 m and lift upto 1.50 m. |
| 4 | Dry stone Pitching 22.50 cm thick |
| 5 | Providing and laying cement concrete 1:3:6 excluding the cost of centering & shutering in foundation and plinth. |
| 6 | Reinforcement concrete work in foundation footings,bases of coloumn etc.and mass concrete work excluding cost of centering and shuttering and reinforcement in 1:1.5:3 |
| 7 | Reinforcement concrete work in walls.1:1.5:3 |
| 8 | Reinforcement of RCC work including bending, binding & placing in position complete(a) cold twisted bars. |
| 9 | Centering and shuttering including strutting propping etc. |
| 10 | C/o RMM wall with hard stone in C.M (1:6) |
| 11 | 12 mm thick cement plaster 1:3 |
| 12 | Neat cement Punning |
| 13 | Providing MS reinforcement for RCC works i/c bending, binding & placing in position complete. (cold twisted bars) |
| 14 | Extra for water proofing compound material in CC works |
| 15 | Providing and laying boulder crated wall with boulders of size 150 to 300mm including dumping (laying in sausage wire of convinient size with hexagonal mesh wire netting including laying and packing with small size boulders : carriage of boulder upto a lead of 50mtr and lift upto 1.5 mtr tying properly the wire mesh netting, cutting and tying the mounth by twisting each wire including earth work whereever necessary and the cost of boulder and wire netting complete. |
| 16 | Providing and laying security fencing 2.40 mtr height around headwork |
| 17 | Carriage of sand & Shingles fromroad site to work site by mechanical means distance covering 65 km. |
| 18 | Carriage of sand & Shingles from quarry to road site by Head load distance covering 1.9 km. |
| 19 | Carriage of cement & M.S Rod from Bhalukpong to work siteby mechanical means distance covering 211 Km. |
| 20 | Sub Head :- C/O Drop Inlet Type Head work (HW2) |
| 21 | Earth work in excavation over areas (exceeding 30 cm. in depth, 1.5 m in width as well as 10 sqm on plan i/c disposal of excavatedearth lead upto 50 m. neatly dressed. |
| 22 | Earth work in excavation in saturated soil upto a depth of61 cm includingpumping or bailing out water and disposing of excavated soil, lead upto 50 m and lift upto 1.50 m. |
| 23 | Dry stone Pitching 22.50 cm thick |
| 24 | Providing and laying cement concrete 1:3:6 excluding the cost of centering & shutering in foundation and plinth. |
| 25 | Reinforcement concrete work in foundation footings,bases of coloumn etc.and mass concrete work excluding cost of centering and shuttering and reinforcement in 1:1.5:3 |
| 26 | Reinforcement concrete work in walls.1:1.5:3 |
| 27 | Reinforcement of RCC work including bending, binding & placing in position complete(a) cold twisted bars. |
| 28 | Centering and shuttering including strutting propping etc. |
| 29 | C/o RMM wall with hard stone in C.M (1:6) |
| 30 | 12 mm thick cement plaster 1:3 |
| 31 | Neat cement Punning |
| 32 | Providing MS reinforcement for RCC works i/c bending, binding & placing in position complete. (cold twisted bars) |
| 33 | Extra for water proofing compound material in CC works |
| 34 | Providing and laying boulder crated wall with boulders of size 150 to 300mm including dumping (laying in sausage wire of convinient size with hexagonal mesh wire netting including laying and packing with small size boulders : carriage of boulder upto a lead of 50mtr and lift upto 1.5 mtr tying properly the wire mesh netting, cutting and tying the mounth by twisting each wire including earth work whereever necessary and the cost of boulder and wire netting complete. |
| 35 | Providing and laying security fencing 2.40 mtr height around headwork |
| 36 | Carriage of sand & Shingles fromroad site to work site by mechanical means distance covering 65 km. |
| 37 | Carriage of sand & Shingles from quarry to road site by Head load distance covering 1.9 km. |
| 38 | Carriage of cement & M.S Rod from Bhalukpong to work siteby mechanical means distance covering 211 Km. |
| 39 | Sub Head :- C/O Drop Inlet Type Head work (HW3) |
| 40 | Earth work in excavation over areas (exceeding 30 cm. in depth, 1.5 m in width as well as 10 sqm on plan i/c disposal of excavatedearth lead upto 50 m. neatly dressed. |
| 41 | Earth work in excavation in saturated soil upto a depth of61 cm including pumping or bailing out water and disposing of excavated soil, lead upto 50 m and lift upto 1.50 m. |
| 42 | Dry stone Pitching 22.50 cm thick |
| 43 | Providing and laying cement concrete 1:3:6 excluding the cost of centering & shutering in foundation and plinth. |
| 44 | Reinforcement concrete work in foundation footings,bases of coloumn etc.and mass concrete work excluding cost of centering and shuttering and reinforcement in 1:1.5:3 |
| 45 | Reinforcement concrete work in walls.1:1.5:3 |
| 46 | Reinforcement of RCC work including bending, binding & placing in position complete(a) cold twisted bars. |
| 47 | Centering and shuttering including strutting propping etc. |
| 48 | C/o RMM wall with hard stone in C.M (1:6) |
| 49 | 12 mm thick cement plaster 1:3 |
| 50 | Neat cement Punning |
| 51 | Providing MS reinforcement for RCC works i/c bending, binding & placing in position complete. (cold twisted bars) |
| 52 | Extra for water proofing compound material in CC works |
| 53 | Providing and laying boulder crated wall with boulders of size 150 to 300mm including dumping (laying in sausage wire of convinient size with hexagonal mesh wire netting including layingand packing with small size boulders : carriage of boulder upto a lead of 50mtr and lift upto 1.5 mtr tying properly the wire mesh netting, cutting and tying the mounth by twisting each wire including earth work whereever necessary and the cost of boulder and wire netting complete. |
| 54 | Providing and laying security fencing 2.40 mtr height around headwork |
| 55 | Carriage of sand & Shingles fromroad site to work site by mechanical means distance covering 65 km. |
| 56 | Carriage of sand & Shingles from quarry to road site by Head load distance covering 1.9 km. |
| 57 | Carriage of cement & M.S Rod from Bhalukpong to work siteby mechanical means distance covering 211 Km. |
| 58 | Sub-Head :- C/O Pre Sedimentation Tank (PST1) |
| 59 | Earth work in excavation over areas (exceeding 30 cm. in depth, 1.5 m in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m. neatly dressed. |
| 60 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small sizeboulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge ofthe excavation and returning the stacked soil in 15 cm deposited layers, when required, into plinth sides offoundation etc consolidating eachlayer by ramming and watering andthen disposing of all surplus soil as directed within a lead of 50m. |
| 61 | Dry stone pitching 22.50 cm thick including supply of stone and preparing of surface complete ( including carriage of stone |
| 62 | P/L in foundation and plinth cement concrete 1:3:6(1cement: 3 coarse sand :6 stone aggregates of 20 mm nominal size)excluding the cost of centering and shuttering. |
| 63 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin base: 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 64 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : walls 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 65 | RCC work in suspended floor roofs, ladding and balconies upto floor two level, including finishing and plastering the exposed surface with cement mortar 1:3 ( 1 cement : 3 fine sand) of thickness not exceeding 6 nos. to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement with 1:2:4 ( 1 cement : 2 coarse sand : 4 single aff. 20mm size) Over hanging slab from (i) RCC Slab cover |
| 66 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).(i) Pillar for support to slab cover |
| 67 | Centering & Shuttering i/c Strutting ,propping and removal of frame works. |
| 68 | 20mm thick Cement plaster 1: 3 |
| 69 | Neat cement punning |
| 70 | Providing MS reinforcement for RCC works i/c bending, binding & placing in position complete. |
| 71 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 72 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work(three or more coats) to give an even shade same as item No.13 |
| 73 | Making Plinth protection 50mm thick of CC 1:3:6 |
| 74 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6(1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand)including shuttering complete. |
| 75 | RRM with hard stone in cement mortar 1:6 in foundation & plinth. |
| 76 | (i) For preotection of tank at the up hill side |
| 77 | (ii) P/L in foundation and plinth cement concrete 1:3:6(1cement: 3 coarse sand :6 stone aggregates of 20 mm nominal size) excluding the cost of centering and shuttering. At base & top of RMM wall |
| 78 | Providing & fixing 1.8 mtr. high fencing with 2.75 mtr. MS Angle Iron Post of size 75 x 75 x 6mmwith 0.40 mtr. height bent up with 45 digree Angle at top placed at 2.50 mtr. apart embeded in 0.45 x 0.45 x 0.60 mtr. with 1:3:6 and in every corner & 12th post to be strutted with 3.00 mtr. angle strut of size 75 x 75 x 6mm in C.C 1:3:6 of size 0.45 x 0.45 x 0.60 mtr. having 2.00 mtr. height chain link fencing & three lines straight and two diagonals of barbed wire at top i/c. embading at ground level 0.20 mtr above ground & 0.40 MTR below ground , in CC 1:3:6, earth work, C.C. work , centering & shuttering etc. & carriage as per the instruction of the Engineer- in- charge. |
| 79 | Providing sluice valve 150 mm dia |
| 80 | Carriage of sand, aggregatefrom quarry to nearest road head by mechanical means |
| 81 | Carriage ofcement, MS rod, sand and aggregate from nearest road head to work site by Head load |
| 82 | Carriage ofcement, MS rod, from Bhalupong to nearest road head to work site by mechanical means |
| 83 | Sub-Head :- C/O Pre Sedimentation Tank (PST2) |
| 84 | Earth work in excavation over areas (exceeding 30 cm. in depth, 1.5 m in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m. neatly dressed. |
| 85 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small sizeboulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge ofthe excavation and returning the stacked soil in 15 cm deposited layers, when required, into plinth sides offoundation etc consolidating eachlayer by ramming and watering andthen disposing of all surplus soil as directed within a lead of 50m. |
| 86 | Dry stone pitching 22.50 cm thick including supply of stone and preparing of surface complete ( including carriage of stone |
| 87 | P/L in foundation and plinth cement concrete 1:3:6(1cement: 3 coarse sand :6 stone aggregates of 20 mm nominal size)excluding the cost of centering and shuttering. |
| 88 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin base: 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 89 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : walls 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 90 | RCC work in suspended floor roofs, ladding and balconies upto floor two level, including finishing and plastering the exposed surface with cement mortar 1:3 ( 1 cement : 3 fine sand) of thickness not exceeding 6 nos. to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement with 1:2:4 ( 1 cement : 2 coarse sand : 4 single aff. 20mm size) Over hanging slab from (i) RCC Slab cover |
| 91 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).(i) Pillar for support to slab cover |
| 92 | Centering & Shuttering i/c Strutting ,propping and removal of frame works. |
| 93 | 20mm thick Cement plaster 1: 3 |
| 94 | Neat cement punning |
| 95 | Providing MS reinforcement for RCC works i/c bending, binding & placing in position complete. |
| 96 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 97 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work(three or more coats) to give an even shade same as item No.13 |
| 98 | Making Plinth protection 50mm thick of CC 1:3:6 |
| 99 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6(1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand)including shuttering complete. |
| 100 | RRM with hard stone in cement mortar 1:6 in foundation & plinth. |
| 101 | (i) For preotection of tank at the up hill side |
| 102 | (ii) P/L in foundation and plinth cement concrete 1:3:6(1cement: 3 coarse sand :6 stone aggregates of 20 mm nominal size) excluding the cost of centering and shuttering. At base & top of RMM wall |
| 103 | Providing & fixing 1.8 mtr. high fencing with 2.75 mtr. MS Angle Iron Post of size 75 x 75 x 6mmwith 0.40 mtr. height bent up with 45 digree Angle at top placed at 2.50 mtr. apart embeded in 0.45 x 0.45 x 0.60 mtr. with 1:3:6 and in every corner & 12th post to be strutted with 3.00 mtr. angle strut of size 75 x 75 x 6mm in C.C 1:3:6 of size 0.45 x 0.45 x 0.60 mtr. having 2.00 mtr. height chain link fencing & three lines straight and two diagonals of barbed wire at top i/c. embading at ground level 0.20 mtr above ground & 0.40 MTR below ground , in CC 1:3:6, earth work, C.C. work , centering & shuttering etc. & carriage as per the instruction of the Engineer- in- charge. |
| 104 | Providing sluice valve 150 mm dia |
| 105 | Carriage of sand, aggregatefrom quarry to nearest road head by mechanical means |
| 106 | Carriage ofcement, MS rod, sand and aggregate from nearest road head to work site by Head load |
| 107 | Carriage ofcement, MS rod, from Bhalupong to nearest road head to work site by mechanical means |
| 108 | Sub-Head :- C/O Pre Sedimentation Tank (PST3) |
| 109 | Earth work in excavation over areas (exceeding 30 cm. in depth, 1.5 m in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m. neatly dressed. |
| 110 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small sizeboulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge ofthe excavation and returning the stacked soil in 15 cm deposited layers, when required, into plinth sides offoundation etc consolidating eachlayer by ramming and watering andthen disposing of all surplus soil as directed within a lead of 50m. |
| 111 | Dry stone pitching 22.50 cm thick including supply of stone and preparing of surface complete ( including carriage of stone |
| 112 | P/L in foundation and plinth cement concrete 1:3:6(1cement: 3 coarse sand :6 stone aggregates of 20 mm nominal size)excluding the cost of centering and shuttering. |
| 113 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin base: 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 114 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : walls 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 115 | RCC work in suspended floor roofs, ladding and balconies upto floor two level, including finishing and plastering the exposed surface with cement mortar 1:3 ( 1 cement : 3 fine sand) of thickness not exceeding 6 nos. to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement with 1:2:4 ( 1 cement : 2 coarse sand : 4 single aff. 20mm size) Over hanging slab from (i) RCC Slab cover |
| 116 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).(i) Pillar for support to slab cover |
| 117 | Centering & Shuttering i/c Strutting ,propping and removal of frame works. |
| 118 | 20mm thick Cement plaster 1: 3 |
| 119 | Neat cement punning |
| 120 | Providing MS reinforcement for RCC works i/c bending, binding & placing in position complete. |
| 121 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 122 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work(three or more coats) to give an even shade same as item No.13 |
| 123 | Making Plinth protection 50mm thick of CC 1:3:6 |
| 124 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6(1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand)including shuttering complete. |
| 125 | RRM with hard stone in cement mortar 1:6 in foundation & plinth. |
| 126 | (i) For preotection of tank at the up hill side |
| 127 | (ii) P/L in foundation and plinth cement concrete 1:3:6(1cement: 3 coarse sand :6 stone aggregates of 20 mm nominal size) excluding the cost of centering and shuttering. At base & top of RMM wall |
| 128 | Providing & fixing 1.8 mtr. high fencing with 2.75 mtr. MS Angle Iron Post of size 75 x 75 x 6mmwith 0.40 mtr. height bent up with 45 digree Angle at top placed at 2.50 mtr. apart embeded in 0.45 x 0.45 x 0.60 mtr. with 1:3:6 and in every corner & 12th post to be strutted with 3.00 mtr. angle strut of size 75 x 75 x 6mm in C.C 1:3:6 of size 0.45 x 0.45 x 0.60 mtr. having 2.00 mtr. height chain link fencing & three lines straight and two diagonals of barbed wire at top i/c. embading at ground level 0.20 mtr above ground & 0.40 MTR below ground , in CC 1:3:6, earth work, C.C. work , centering & shuttering etc. & carriage as per the instruction of the Engineer- in- charge. |
| 129 | Providing sluice valve 150 mm dia |
| 130 | Carriage of sand, aggregatefrom quarry to nearest road head by mechanical means |
| 131 | Carriage ofcement, MS rod, sand and aggregate from nearest road head to work site by Head load |
| 132 | Carriage ofcement, MS rod, from Bhalupong to nearest road head to work site by mechanical means |
| 133 | Sub-Head :- C/O Sedimentation Tank |
| 134 | Earth work in excavation over areas (exceeding 30 cm. in depth, 1.5 m in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m. neatly dressed. |
| 135 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small sizeboulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge ofthe excavation and returning the stacked soil in 15 cm deposited layers, when required, into plinth sides offoundation etc consolidating eachlayer by ramming and watering andthen disposing of all surplus soil as directed within a lead of 50m. |
| 136 | Dry stone pitching 22.50 cm thick including supply of stone and preparing of surface complete ( including carriage of stone |
| 137 | P/L in foundation and plinth cement concrete 1:3:6(1cement: 3 coarse sand :6 stone aggregates of 20 mm nominal size)excluding the cost of centering and shuttering. |
| 138 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin base: 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 139 | Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in : walls 1 : 1.5 : 3(1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 140 | RCC work in suspended floor roofs, ladding and balconies upto floor two level, including finishing and plastering the exposed surface with cement mortar 1:3 ( 1 cement : 3 fine sand) of thickness not exceeding 6 nos. to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement with 1:2:4 ( 1 cement : 2 coarse sand : 4 single aff. 20mm size) Over hanging slab from (i) RCC Slab cover |
| 141 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).(i) Pillar for support to slab cover |
| 142 | Centering & Shuttering i/c Strutting ,propping and removal of frame works. |
| 143 | Pillars |
| 144 | 20mm thick Cement plaster 1: 3 |
| 145 | Neat cement punning |
| 146 | Providing MS reinforcement for RCC works i/c bending, binding & placing in position complete. |
| 147 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 148 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work(three or more coats) to give an even shade same as item No.13 |
| 149 | Making Plinth protection 50mm thick of CC 1:3:6 |
| 150 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6(1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand)including shuttering complete. |
| 151 | Carriage of sand, aggregatefrom quarry to nearest road head by mechanical means |
| 152 | Carriage ofcement, MS rod, sand and aggregate from nearest road head to work site by Head load |
| 153 | Carriage ofcement, MS rod, from Bhalupong to nearest road head to work site by mechanical means |
| 154 | Sub-Head: -C/O site Store cum Barrack |
| 155 | Earth work in excavation over areas (exceeding 30 cm. in depth, 1.5 m in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m. neatly dressed. |
| 156 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small sizeboulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge ofthe excavation and returning the stacked soil in 15 cm deposited layers, when required, into plinth sides offoundation etc consolidating eachlayer by ramming and watering andthen disposing of all surplus soil as directed within a lead of 50m. |
| 157 | Dry stone pitching 22.50 cm thick including supply of stone and preparing of surface complete ( including carriage of stone by mechanical means for a lead of 5 km) |
| 158 | P/L in foundation and plinth cement concrete 1:3:6(1cement: 3 coarse sand :6 stone aggregates of 20 mm nominal size)excluding the cost of centering and shuttering. |
| 159 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : |
| 160 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 161 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3(1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 162 | Dry stone pitching 22.50 cm thick including supply of stone and preparing of surface complete ( including carriage of stone by mechanical means for a lead of 5 km) |
| 163 | Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. |
| 164 | Centering and shuttering i/c strutting, propping etc. and removal of formwork for foundation plinth and walls. |
| 165 | a) Foundation,Footing,Column |
| 166 | B)Beams & Lintels |
| 167 | C)Plinth wall |
| 168 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. |
| 169 | 12 mm thick cement plaster (1:3). |
| 170 | Providing MS reinforcement for RCC works i/c bending, binding & placing in position complete. |
| 171 | Applying one coat of cement primer of approved brand and manufacture on wall surface. |
| 172 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work(three or more coats) to give an even shade same as cement plaster |
| 173 | Making Plinth protection 50mm thick of CC 1:3:6 |
| 174 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6(1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottomand plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand)including shuttering complete. |
| 175 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 176 | Providing and fixing best available local wood glazed shutters for doors, windows and clerestory window using 7.5 kg/Sq.m. (3 mm thick glass panes) including black enamelled MS butt hinges with necessary screws. (i) 35 mm thick. |
| 177 | Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete. |
| 178 | Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete. |
| 179 | Providing and fixing MS handles with necessary screws etc complete. |
| 180 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses. (i) 0.63 mm thick GI sheet. |
| 181 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required.a) Long Pan patten WC Pan |
| 182 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. |
| 183 | Providing and fixing kitchen sink including making all connection excluding cost of fittings. |
| 184 | Carriage of sand, aggregatefrom quarry to nearest road head by mechanical means |
| 185 | Carriage ofcement, MS rod, sand and aggregate from nearest road head to work site by average Head load |
| 186 | Providing OfD.I Pipe 200 mm dia & 150 mm dia,( K9 Grade) |
| 187 | Providing of D.I Pipe 150 mm dia ( K9) |
| 188 | Providing of D.I Pipe 200 mm dia ( K9) |
| 189 | Sub Head :- :- Carriage of Ductile Iron Main Lines. |
| 190 | Carriage Of D.I Pipe From Bhalukpong to Dirang by mechanical means distance Covering 146 km. |
| 191 | Carriage Of D.I Pipe From Dirang PHE store to work site by mechanical means average distance covering 55 km. |
| 192 | Carriage Of D.I Pipe from nearest road head to work site by headload distance Covering average distance of 26 km. |
| 193 | Sub Head :-D.I Fittings& Specials. |
| 194 | 200mm dia DI Double socket Bend 90° |
| 195 | 200mm dia DI Double socket Bend 45° |
| 196 | 200mm dia DI Double socket Bend 22.5° |
| 197 | 200mm dia DI Double socket Bend 11.25° |
| 198 | 200mm dia DI Double Flanged Branch Tee200x150 |
| 199 | 200mm dia DI Double Flanged Branch Tee200x200 |
| 200 | 200mm dia Double Flanged Socket |
| 201 | 200mm dia Double Flanged Spigot |
| 202 | 200mm dia Double Flanged Bend 90° |
| 203 | 200mm dia Double Flanged Bend 45° |
| 204 | 200mm dia Double Flanged Bend 22.5° |
| 205 | 200mm dia Double Flanged Bend 11.25° |
| 206 | All socket tee 200x 150 |
| 207 | All socket tee 200x 200 |
| 208 | 200 mm dia double socket collar as per IS 9523 |
| 209 | 200 mm dia plug |
| 210 | 200 mm dia Cap |
| 211 | Flanged all socket tee 200 x 150 |
| 212 | Flanged all socket tee 200 x 200 |
| 213 | Flanged double socket reducer 200 x 150 |
| 214 | 200 mm blank flanged |
| 215 | 200 mm MJ-collar |
| 216 | 150mm dia DI Double socket Bend 90° |
| 217 | 150mm dia DI Double socket Bend 45° |
| 218 | 150mm dia DI Double socket Bend 22.5° |
| 219 | 150mm dia DI Double socket Bend 11.25° |
| 220 | 150mm dia DI Double Flanged Branch Tee 150x150 |
| 221 | 150mm dia Double Flanged Socket |
| 222 | 150mm dia Double Flanged Spigot |
| 223 | 150mm dia Double Flanged Bend 90° |
| 224 | 150mm dia Double Flanged Bend 45° |
| 225 | 150mm dia Double Flanged Bend 22.5° |
| 226 | 150mm dia Double Flanged Bend 11.25° |
| 227 | 150mmdia DI all flange Tee 150X150 |
| 228 | 150 mm MJ-collar |
| 229 | 150 mm Blank Flanged |
| 230 | 150 mm All Socket Tee 150x150 |
| 231 | 150 mm Plug |
| 232 | 150 mm Cap |
| 233 | 150 mm Double socket collar as per IS 9523 |
| 234 | Ductile Iron Flange Sluice Valve, TO IS-14846. PN-10 WHEEL 200mm dia |
| 235 | Ductile Iron Flange Sluice Valve, TO IS-14846. PN-10 WHEEL 150mm dia |
| 236 | DUCTILE IRON AIR VALVES200 mm |
| 237 | DUCTILE IRON AIR VALVES150 mm |
| 238 | DI non return valve 200 mm |
| 239 | DI non return valve 150 mm |
| 240 | Rubber gasket suitable for DI P ipe 200mm |
| 241 | Flange rubber gasket suitable for DI Pipes 200mm |
| 242 | M.S Hex Bolts & Nuts for DI fittings full thread size 22 x 100 mm |
| 243 | D.I Specials |
| 244 | a) Cutting Wheel (saddle) |
| 245 | b) Chamfering Wheel |
| 246 | c) Cutting Wheel |
| 247 | d) Pipe cutter blade9"bose make |
| 248 | e)Pipe griding blade9" bose make |
| 249 | f)Pipe Cutter |
| 250 | Honda Generator Set 2.8 KVA |
| 251 | Sub-Head: - C/o RCC Tee beam for support of DI raw main (5m span) |
| 252 | C/o RCC Tee beam for support of DI raw main (15m span) |
| 253 | Sub-Head: - C/o RCC Tee beam for support of DI raw main (10m span) |
| 254 | C/o RCC Tee beam for support of DI raw main (15m span) |
| 255 | Sub-Head: - C/o RCC Tee beam for support of DI raw main (15m span) |
| 256 | C/o RCC Tee beam for support of DI raw main (15m span) |
| 257 | Sub-Head: - C/o RCC Trestle Support for support of DI raw main (3m) |
| 258 | C/o RCC Trestle support for DI raw main (3m) |
| 259 | Sub-Head: - C/o RCC Trestle Support for support of DI raw main (2.5m) |
| 260 | C/o RCC Trestle support for DI raw main (2.5m) |
| 261 | Sub - Head :CONSTRUCTION OF RCC THRUST BLOCK |
| 262 | Construction of RCC Thrust block |
| 263 | Sub - Head :CONSTRUCTION OF RCC ANCHOR BLOCK |
| 264 | Construction of RCC Anchor Block. |
| 265 | Sub Head :- Formation Cutting 2.00 Mtr Wide for Laying of 200 mm & 150 mm D.I Pipe. |
| 266 | Clearing jungle including uprooting of rank vegetation, grass, cane and bamboo roots or clumps, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1.22 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 267 | Cutting of trees, i/c cutting of trunks, branches and Removal of stumps, roots, stacking of serviceable materials with all lifts & lead upto 1000m & earth filling in depression/pit. |
| 268 | Girth from 300mm to 600mm |
| 269 | Girth from 600mm to 1200mm |
| 270 | Earth work in excavation over areas (exceeding 30 cm in depth, 1.50 m in width as well as 10 Sqm on plan) including disposal of surplus excavated earth lift upto lead upto 50 m and 1.50 m disposed earth to be levelled and neatly dressed. |
| 271 | 1. Ordinary soil |
| 272 | 2. Hardsoil |
| 273 | 3. Soft Rock (without blasting) |
| 274 | 4. Hard Rock (with blasting) |
| 275 | Sub Head :- :-Trenching,Laying,fitting & Fixingof Ductile Iron Pipe. |
| 276 | Laying,fitting & fixing of 150 mm dia D.I Pipe. |
| 277 | Laying,fitting & fixing of 200 mm dia D.I Pipe. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
