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| 1 | Earthwork in hard soil or gravelly soil with 50m initial lead and lifts including breaking the clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30 mtrs in depth leveling dressing the bed and removing all foreign materials including roots, brushes and depositing the soil in layers and rolling, with PRR for ordinary compaction as directed by the Engineer-In-Charge. |
| 2 | Filling in foundation trenches and plinth with sand well watered and rammed in layers not exceeding 23cm. in depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 3 | Cement concrete of proportion (1:3:6) in foundation and floors using 4cm. size hard black hand broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 15cm (6 Inch) thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge. |
| 4 | Reinforced cement concrete of M-25 grade having a minimum compressive strength (in work test) of 200kg/cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 20 mm. size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 4 (Four) weeks, centring, shuttering and finishing the exposed surface smooth, providing grooves and beeds where necessary including cost, conveyance, royalties and taxes of all materials and cost of all labours, required for the work etc. complete but excluding cost and conveyance of M.S. rods or Tor steel and binding wires of 18 to 20 gauge and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in in proper position in all floors as directed by the Engineer in charge. |
| 5 | Retaining Wall |
| 6 | Stair Case |
| 7 | Column |
| 8 | Tank Slab |
| 9 | Beam First Floor |
| 10 | Lintel |
| 11 | Chajja |
| 12 | Footing |
| 13 | Plinth Band |
| 14 | RCC Wall |
| 15 | Fly Ash Brick masonry in cement mortar (1:6) in foundation & plinth using Flay Ash bricks of 23cm x11cm x 8cm size having a crushing strength not less than 75Kg per Sq.Cm, including splays cutting, circular moulding, chamfering, corbelling, watering and curing including cost, conveyance, royalties, taxes of all materials and labour with T & P required for the work etc. complete in all respect in all floors. (Wall) |
| 16 | Fly Ash Brick masonry in cement mortar (1:6) in Superstructure using Flay Ash bricks of 23cm x11cm x 8cm size having a crushing strength not less than 75Kg per Sq.Cm, including splays cutting, circular moulding, chamfering, corbelling, watering and curing including cost, conveyance, royalties, taxes of all materials and labour with T & P required for the work etc. complete in all respect in all floors. (Parapet Wall) |
| 17 | Providing 6mm thick cement plaster (1:4) over CC Work including roughening, scraping, cleaning, finishing the plastered surface, watering and curing , cost, conveyance, royalties and taxes of all materials, labour with T & P required for the work etc. complete in all respect in all floors. |
| 18 | 16mm.(5/8 Inch) thick cement plaster (1:6) finished smooth to brick work after racking out joints including watering and curing, cost, conveyance, royalties and taxes of all materials, labour with T & P required for the work etc. complete in all respect in all floors. |
| 19 | Ground Floor |
| 20 | First Floor (Parapet Wall) |
| 21 | 12mm.(1/2 Inch) thick cement plaster (1:6) finished smooth to brick work after racking out joints including watering and curing , cost, conveyance, royalties and taxes of all materials, labour with T & P required for the work etc . complete in all respect in all floors. |
| 22 | 2.5Cm.(1 Inch) thick grading concrete with cement (1:2:2) using 6mm & downgraded size over roof slab to proper slope finished smooth, watering and curing including cost, conveyance, taxes and royalties of all materials and labour with T&P required for the work etc. complete in all respect in all floors. |
| 23 | Supplying, Cutting, Straightening coiled or bent up M.S. rods or Tor steel of SAIL(HYSD Fe-415) / JINDAL welding or jointing if necessary, bending, binding, tying the grills and laying in position as required for R.C.C. works and hoisting, lowering and placing in position in all floors according to approved designs and drawings including cost, conveyance, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, T&P etc. complete in all respect as directed by the Engineer-in-charge. |
| 24 | Priming one coat to wall surface using primer including cost, conveyance, taxes of all materials paint labour T&P etc complete in all respect. |
| 25 | Distempering two coats in approved colour in approved shade including cost, conveyance, taxes of distemper and brushes, all labour T&P required for the work etc. complete in all respects. |
| 26 | Painting two coats with weather seal after cleaning the surface including cost, conveyance, taxes of all materials, cost of all labour with T & P etc required for the work etc complete in all respect. |
| 27 | Supplying, fitting and fixing of M.S. Grills for window and gate M.S.Door of approved design in proper position and making good to the damages to wall or R.C.C. Structure including mending or cutting to sizes or grooves in walls and fixing with C.C (1:2:4) with cost, conveyance, royalities and taxes of all materials with all labour, T&P required etc complete in all floors. |
| 28 | Supplying fitting and fixing of stainless steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm x 32mm x 2mm @ 0.90 Mtr. Center to Center and stainless square pipe bracing of size 32mm x 32mm x 2mm in 3rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes of all materials labour, T & P etc required for the work complete in all respect as directed by the Engineer in charge. |
| 29 | Construction of 1nos production wells including scientific source finding through consolidated and unconsolidated rock with down the hammer drilling rig or combination rig with PVC pipe and installation of submersible pump set with all acessories |
| 30 | Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only |
| 31 | Drilling of 200mm dia bore |
| 32 | 00 mtr to 30mtr |
| 33 | 31 mtr to 45mtr |
| 34 | Drilling of 150mm dia bore |
| 35 | 46 mtr to above |
| 36 | Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials. |
| 37 | Lowering of 200mm dia P.V.C casing pipes |
| 38 | 00 mtr to 45 mtrs |
| 39 | Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber 'O' ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length. |
| 40 | 200mm dia PVC (sch-80) pipe |
| 41 | Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department) |
| 42 | Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge |
| 43 | By DTH Rig |
| 44 | Supplying all materials, equipment, labour & conducting reconnaissance survey, integrated Hydrological and Geophysical (Electrical Resistivity Method) survey & selection of potential source for exploration of Ground Water including selection and recommendation of site for drilling wells in selected locations in any part of Orissa under the following Geological formation: |
| 45 | Rocky terrain with boulder formation for 300m depth |
| 46 | Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make) |
| 47 | 2 H.P. Single phase/ three phase 3 stage head renge of 20 to 35 mtr with discharge capasity 145 to 110 L.P.M With outlet dia 25 mm (keeping 100% standby) |
| 48 | DOL Control panel |
| 49 | 40mm dia steel short piece |
| 50 | Well cap |
| 51 | 50mm size CI bracket |
| 52 | 2.50sqmm flat cable |
| 53 | 20mm dia rigid UPVC pipes |
| 54 | Steel rope with cover |
| 55 | Labour charges for lowering including transportation |
| 56 | Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor HDPE pipes and pipe fittings conforming to IS: 4984/2000 (10kgf/sqcm) of the following nominal bore with clamps and jointing by Fusion welding method including testing, making good the wall, ceiling and floor all complete as per specification and direction of the Engineer in charge |
| 57 | 32mm HDPE pipes (Finolex/Supreme make) Please Enable Macros to View BoQ information |
