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| 1 | C/o of 2nos of Septic Tank at old Donyi and RWD Colony,Itanagar. |
| 2 | Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders 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 of the excavation and returning the stacked soil in 15 cm layers, when required, into sides of plinth, sides of foundation etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m. |
| 3 | Providing and laying cement concrete 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in (a) Foundations and plinth |
| 4 | Reinforced cement concrete in wall (any thickness) including attached pillasters, buttresses, plinth and string courses, 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 : (a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 5 | Centring and shuttering including strutting, propping etc and removal of form work for : (a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 6 | ( b ) Suspended floors,roofs,landings,shelves and their supports,balconies and chajjas(3.5 m height) |
| 7 | Reinforcement of RCC work including bending, binding and placing in position complete (a)mild steel |
| 8 | Reinforced cement concrete in suspended floors, roofs, landings 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 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 9 | 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 (a) 40 mm thick. |
| 10 | Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design. |
| 11 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 12 | Cost of Haulage of Materials by tipper excluding Loading and unloading and Stacking on hill Roads Lead 25 from banderdewa As per T.C (i). Surface Road |
| 13 | Cost of Loading and unloading of Cement, Steel and bricks by manual means and staking for hill roads. |
| 14 | Cost of Loading and unloading of Sand , Shingles etc. by manual means and staking for hill roads. |
| 15 | Cost of Haulage of Materials by tipper excluding Loanding and unloading and Stacking on hill Roads Lead 139 Km As per T.C (i).surface Road (1) Sand (2)Shingles |
| 16 | SH :- Repair / Maintenance of pipe line |
| 17 | Providing and fixing sand cast iron/cast iron (spun) soil, waste and vent pipes . |
| 18 | a).100 mm dia |
| 19 | b). 75 mm dia |
| 20 | c).50 mm dia |
| 21 | C/o 01 Borewell at RWD colony,Itanagar and 05 nos. of Ring well at IG Park , Old Donyi Colony, D-Sector, Itanagar. |
| 22 | Ground water exploration (Drilling by DTH-200 Rig mechine with ODEX option bore-well size 5\\" (127 mm) and complete assembling with ERW casing pipe of size 128 mm ID and 142 OD and other required lubricants, accessories in the depth of approximately 100 mtr. |
| 23 | Provision for Jacket filter and other accessories |
| 24 | (a) Jacket filter 80 mm dia and 3.00 mtr length each |
| 25 | (b) Packer assembly |
| 26 | © GI reducer 80 x 50 mm |
| 27 | (d) GI Socket 80 mm |
| 28 | (e) GI Nipple 50 mm dia |
| 29 | (f) End plug |
| 30 | Supplying and fitting 2 Horse power 1 pnase submersible pump made in cromption greaves discharge up to total head of 150 m with compartible to 40-50 mmdiameter pipe. |
| 31 | Supply of panel board with high quality |
| 32 | Supply of submersible cable 4 sqm copper |
| 33 | Supply of sfety wire |
| 34 | Supply of starter |
| 35 | Supply of GI pipe 40 mm x 3 mtr length filter with socket |
| 36 | Provision for 5\\" bore-well size capacity clamp (2 Nos ) with nut & bolt |
| 37 | Sh:-Ring well |
| 38 | Earth work in excavation in soil containing 50 % or more of single or small size boulders up to 30 cm, size including in 20 cm, layers and breaking clods, ramming and dressing up for the purpose of making embankments of filling up ground depression lead up to 50 mtrs and left upto 1.50 mtrs. |
| 39 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 40 | Providing and fixing of RRC Ring in step wise below the level of water strate etc and above the platform hight of the Ring well . |
| 41 | Cement mortar 1 : 3 (1 cement : 3 fine sand) |
| 42 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 15 mm nominal bore |
| 43 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). |
| 44 | a) 15 mm nominal bore |
| 45 | Water pump 1.5 HP |
| 46 | Add carriage of Material |
| 47 | C/o Drainage improvement/ maintenance IG Park, Old Donyi colony, D-sector, Itanagar. |
| 48 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 49 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)excluding the cost of centring and shuttering.a) Foundations and plinth |
| 50 | Reinforcement of RCC work including bending, binding and placing in position complete. |
| 51 | b) Tar/TMT steel |
| 52 | Main Bar (Type -I) 12mm dia @160mmc/c |
| 53 | Distribution bar (Type -III) 10 mm dia @160mmc/c |
| 54 | Centring and shuttering including strutting, propping etc and removal of formwork for : |
| 55 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 56 | b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 57 | Reinforced cement concrete in walls (any thickness) including attachedpillasters, 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 togive a smooth and even surface excluding cost of centring, shuttering and reinforcement in ::a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 58 | Add Carriage of Material |
| 59 | Sub-Head:- Desilting work |
| 60 | Removing mixed earth or rock slips including clearing the site within a lead of 50 m and upto 1.50 m lift. |
| 61 | Demolishing cement concrete 1 : 4 : 8 or leaner mix including disposal of material within 50 m lead |
| 62 | Demolishing RCC work including stacking of steel bars and disposal of unserviceable materials within 50 metres lead. |
| 63 | C/o Footpath at D-Sector,Itanagar. |
| 64 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the ndulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 65 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 66 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 67 | Centring and shuttering including strutting proping etc. and removal of form work for: |
| 68 | Add Carriage of Material |
| 69 | C/o Development for parking lot for sanitation vehicle (mini truck) at D-sector,Itanagar. |
| 70 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the ndulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 71 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 72 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 73 | Centring and shuttering including strutting proping etc. and removal of form work for: |
| 74 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 75 | Add Carriage of Material |
| 76 | Sh:- wall |
| 77 | Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m. |
| 78 | Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.a) Foundations and plinth |
| 79 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications |
| 80 | b) Tar/TMT steel |
| 81 | Reinforced cement concrete in walls (any thickness) including attachedpillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement 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 ins |
| 82 | a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size) |
| 83 | Centring and shuttering including strutting, propping etc and removal of formwork for : |
| 84 | a) Foundation, footings, bases of columns etc. and mass concrete. |
| 85 | b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 86 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 87 | Back filling behind abutment, wing wall and return wall complete as perdrawing and Technical specification A) Granular Material Please Enable Macros to View BoQ information |
