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| 1 | Supply, installation & commissioning of pre-fabricated transit house (G+1) at Gadakan, Bhubaneswar with site preparation, foundation, erection and installation of structural component, roofing, flooring, wall paneling with plumbing and electrification works including stair case and corridor and all allied infrastructure complete to make the units fully functional and habitable as per the specification and direction of Engineer-in-charge.Plinth area of the structure for each block with 40 dwelling units. (For 2 Floors)2 x 45.08 Mtr. x 9.00 Mtr. = 811.44 Sqmt. Corridor2 x 45.08 Mtr. x 1.20 Mtr. = 108.19 Sqmt. =919.63 Sqmt. / Each BlockFor 2 Blocks- 2 x 919.63 Sqmt.=1839.26 Sqmt. (A)Plinth area of the structure for each block with 48 dwelling units. (For 2 Floors)2 x 54.08 Mtr. x 9.00 Mtr. = 973.44 Sqmt. Corridor2 x 54.08 Mtr. x 1.20 Mtr. = 129.79 Sqmt. =1103.23 Sqmt. / Each BlockFor 1 Blocks- 1 x 1103.23 Sqmt.=1103.23 Sqmt. (B)Total Area (A+B)= 2942.49 Sqmt.Or = 31661.19 Sqft.Say=31661.00 Sqft. |
| 2 | Construction of Road C.D worksEarthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in following types of soil including moorum, hard stony earth, earth mixed with boulders, DI rocks etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.Excavation in hard soil |
| 3 | Loosening, levelling & compacting original ground of 0.15 Mtr depth below the sub grade including watering and compacting in layers by VRR, cost & conveyance of required quantity of water, cost of all labour sundries, T & P etc. required for the work to complete in all respect as per specification and direction of Engineer-in-charge. |
| 4 | Preparation of subgrade by good quality earth including Carriage by Mechanical means, watering to OMC and compaction by V.R.R etc. all complete including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work & direction of Engineer-in-charge. |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works including cost, conveyance, royalty, labour etc. complete as per the direction of Engineer-in-charge. |
| 6 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick sand filling.as per drawing including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. etc. complete as direction of Engineer-in-charge. |
| 7 | Providing C.C of M-25 grade for locking the edges of Paver blocks. all complete including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work & direction of Engineer-in-charge. |
| 8 | Providing and filling earth mixed with sand including admixing and spreading over bothside berms watering to OMC and compaction by P.R.R etc. all complete including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work & direction of Engineer-in-charge. |
| 9 | Construction of RCC Drain worksEarthwork in excavation upto 1.50mtr depth of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth, earth mixed with boulders etc but not requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 10 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 11 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size downgraded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 12 | R.C.C. work of M-25 for foundation having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design & direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills. |
| 13 | Raft or Drain Bed |
| 14 | R.C.C Walls |
| 15 | R.C.C Slabs |
| 16 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design & as per the direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 17 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. |
| 18 | External Water Supply Design, Drawing, Construction, commissioning & Testing of GRP Elevated Reservor etc all complete as per direction of Engineer-in-charge |
| 19 | Piping arrangement up to 10 Rmt. from external face etc all complete as per direction of Engineer-in-charge |
| 20 | Sinking of 200mm x 150mm dia Bore Well & Submersible Pump (2 Nos.) etc all complete as per direction of Engineer-in-charge |
| 21 | Supplying all labour and T&P for drilling perfectly vertical bore hole of specified dia and specified depth below G.L through rock with combination drilling rig as required to suit the site condition as per direction of Engineer-in-charge.Drilling of 200 x 150mm dia (0.00 to 90.00mtr) |
| 22 | Lowering of 200 dia PVC casing pipes (0.00 to 45.00mtr) |
| 23 | Cleaning and developing the tube well by DTH / Rotary rig. |
| 24 | Supplying of 200 dia PVC pipes of schedule-80 of reputed company.Make: ORIPLAST / HARIPLAST. |
| 25 | Supplying all labour and T&P for providing sanitary sealing by means of concrte grouting of annular space around PVC pipeetc. complete as per direction of Engineer-in-charge. |
| 26 | Supplying all materials and T&P for fitting & fixing of submersible pump set, control panel, cable HDPE pipe & other accessories as required as per side condition. |
| 27 | 5 HP Submersible Pump set (Model:IC/40+1.50/22) |
| 28 | Control panel with DOL stater suitable for above pump set.(BCH / L&T/SEMENS) |
| 29 | 63mm dia HDPE pipe (6 Kg) |
| 30 | Wire rope with PVC molding |
| 31 | S.S niple |
| 32 | S.S nut bolt |
| 33 | M.S clamp (Heavy) |
| 34 | C.I bore cover (8\\" dia) |
| 35 | 50mm G.I Union |
| 36 | 4.00mm² 3 Core copper flat cable |
| 37 | Supplying all labour and T&P for lowering of submersible pump set inside the bore well including fitting & fixing of all accessories & connecting to main pipe line etc. complete. |
| 38 | M.S frame structure to place GRP tank etc all complete as per direction of Engineer-in-charge |
| 39 | RCC base for supporting O.H Water Tank Earthwork in all kinds of soil in excavation of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stony earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. |
| 40 | Earth work in excavation in all kinds of soil |
| 41 | Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow barsand depositing materials within 50m lead and 1.5m initial lift inluding rough dressing as per direction and specification of the departement stacking useful materials separately as ordered including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as directed by the Engineer-in-charge. |
| 42 | Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge. |
| 43 | Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size downgraded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 100 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge. |
| 44 | R.C.C. work of M-25 for foundation having minimum compressive strength of 250kg./cm2 in 15cm cubes at 28 days and in accordance with I.S. 456 and I.S. 516 using crusher broken hard black granite chips of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per drawing, design & direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.Base and Pedestal |
| 45 | Providing & fixing TOR Fe-500 D grade reinforcement bars of approved makes as per DTCN for RCC work of required diameter with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and providing fan hooks, hoisting, lowering and laying including cost, conveyance and taxes of tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all heights as per the drawing, design & as per the direction of Engineer-in-charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.) |
| 46 | Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
