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| 1 | Earthwork by using hydraulic excavator of 1 cum bucket and depositing the excavated materials within 5 km lead including loading and unloading with all cost conveyance T&P sundries etc. complete as per direction of Engineer-in-Charge. |
| 2 | Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using cement, 4 cm. size black hard crusher broken granite stone metal, screened and washed sharp sand for mortar of approved quality from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, dewatering,royalties and taxes all materials and cost all labours, sundries, T&P required for the work including shuttering , hire & running charges of concrete mixer complete as per the direction of the Engineer -in -charge. (High Tension pre coated) wire, fixed in cast-in-situ PCC M-20 concrete in foundation Footing of size 600 mm dia 300mm deoth from top and P.C.C of proportion in cc (1:4:8) of size 600 mm dia 300 mm depth at bottom in side the RCC collar pipe of 600 mm internal dia placed over a base of Plane cement concrete of Propotion with C.C (1:4:8) of size 680 mm dia 100 mm depth including excavating foundation pit for each pole in Slusy Soil of size 680 mm dia 700mm depth including providing Cast-in-situ P.C.C of Propotion in C.C (1:4:8) of Size 1520 mm length, 150 mm Width & 100mm depth below slab panel including wtering & Curing for required days, alowing with supplying, fixing be fitting precast RCC/SFRC slab having dimension of 2100mm (long) x 300mm (wide)x50mm (thick) made with M-30 grade concrete having 4mm dia Gl wire 3 nos. convering the top of the compound wall poles with a Precast RCC/SFRC cover of (300x300x150) mm in order to prevent the slab pannels from removing. All complete as a set to be measured in team of running meter including such precast RCC/SFRC top cover, slab, pole, including painting two coats of approved cement paint over a coat of cement wash including curing cost and conveyance of all materials, royalities, takes all labour, labour cess, T & P required for the work etc complete including dewatering if required as per the direction of the Engineer-in-charge execluding cost of GST. |
| 3 | Providing, lifting, hoisting and laying Reinforced Cement Concrete of M-25 grade in Column base, Column Footings, Raft Foundation,Stem of the Columns, beams, chaujja, fin, lintel, stair case, jali , shelves and slab etc as per approved designs and drawings having a minimum compressive strength ( in work test) 20N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 10 mm. to 20 mm. size black hard crusher broken granite stone chips of approved quality from approved quarry, washed and cleaned to be mixed in concrete mixture with approved quality of cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days including, centering and shuttering then after dismantling and removing the debrises away from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials , cost of all labours, scaffolding, sundries, T&P required for the work etc. complete in all respect but the excluding cost & conveyance of M.S. rods or Tor Steel and Binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel and binding wires and tying the grills and placing in proper position as directed by the Engineer-in-charge. (A) Foundation |
| 4 | Plinth Beam |
| 5 | Column |
| 6 | Roof Slab |
| 7 | Cutting,Straightening coiled or bent up M.S plain HYSD/TMT reinforcement bars welding or jointing if necessary bending,binding,tying the grills as required for R.C.C works,providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance,loading, unloading & taxes of M.S plain/HYSD/TMT reinforcement bars and binding wires of 18 to 20 gaugo required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S plain/HYSD/TMT reinforcement bars consumed in the work only. |
| 8 | Fly Ash Brick masonry in C.M. (1:4) in founadtion & plinth and super structure having crushing strength not less than 75 Kg / cm2 with dimensional tolerance ± 2%. |
| 9 | Providing 16mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 10 | Providing 12mm thick cement plaster in cement mortar (1:6) in all floors finished smooth to out side smooth surface of brick walls after racking out joints, scrapping & cleaning the surface & finishing the plaster surface smooth using wooden float only to proper plumbs & level and making necessary grooves, beads & drip course to give required ornamental finish as per drawing, watering, curing, scaffolding, screening sand etc. complete with cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P, sundries required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 11 | Providing 6mm thick cement plaster with cement mortar of (1:4) with mixing of water proofing compound to RCC surface of roof slabs ceilings , stairs, landings, chajja, shelves, columns, beams and lofts etc. including roughening, scraping and cleaning and finishing the plastered surface smooth using wooden floats only to proper plumbs and level, making grooves and beads to give required ornamental finish as per drawings including cost of all materials, conveyance, loading and unloading, all and royalties, all labour, scaffolding, watering and curing , sundries and T&P etc all complete as per direction of the Engineer -in-charge |
| 12 | Finishing plastered surface with plaster of paris and making smooth surface to receive painting including cost of plaster of paris. |
| 13 | Painting two coats to the wall surface by using 100% premium Plastic emulsion paint of approved make like NEROLAC ALLS CAPES 24 carrot emulsion/ BERGER luxel luxury silk emulsion / ASIAN Royal / ICI velvetouch or equivalent make of approved shade to interior wall surface over a coat of primer with water bond cement primer after preparing the surface smooth by applying putty punning with Synthetic Acrylic wall putty including finishing the surface smooth by sand papering in all heights including scaffolding charges with cost, conveyance, taxes of all materials, cost of all labours, etc. as required for the work complete in all respect.(Excluding putty) |
| 14 | Painting two coats with weather seal coat over a coat of water bound wall primer of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent as required for the work complete. |
| 15 | Providing and fixing ISI marked 35 mm thick flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak three ply veneering with vertical grains or cross bands and face veneers on both faces of shutters of approved design including cost of all door fittings and fixtures etc. complete |
| 16 | Supplying , fitting and fixing of two track UPVC sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures. |
| 17 | M.S. Grill gate made out of M.S. flat conforming to IS 2062/20006 painted with red oxide primer as pe the design approved. |
| 18 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 19 | Providing & laying best quality antiskid ceramic floor tile of approved size of thickness 6- 10mm of approved make confirming to IS-15622 specifications in floor over 20mm thick cement mortar (1: 4) to proper slope, line and level including cutting to required size and shape, fixing at corners and splays etc. Including finishing the joints with epoxy based water proofing grout to match the color and shade of tiles complete as per the design & drawing with cost of all materials, labour, conveyance T&P etc. All complete as per the direction of Engineer -in-charge. (Note- Sample of tiles shall be approved before procurement and use) |
| 20 | Providing and fixing ceramic glazed wall tiles of specified size of thickness 6-10mm conforming to IS: 15622 specifications of approved make and shade, in skirting and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and finishing the joint with epoxy based water proofing grout to match the shade. All complete as per the direction of Engineer-in-charge (Note- Sample of tiles shall be approved before procurement and use) |
| 21 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 22 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. |
| 23 | Providing and spreading moorum and consolidation with HRR including watering cost and conveyance of moorum |
| 24 | 2 nos BORE WELL 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 rigs or combination drilling rigs (650 cfm/ 200 psi) as required to suit the site condition as per the direction of Engineer-in-charge including use of own rigs with its accessories, tools and plant and consumables etc for lowering of 125 mm dia PVC/GI pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/PVC casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the Bore well) |
| 25 | Lowering the following size G.I/ PVC pipes with or without slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical position, including cutting and threading pipe and slotted pipe and supplying and fixing all jointing materials, tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging bore wells to prevent entry of foreign materials from above. |
| 26 | Supplying, assembling, lowering and fixing in vertical position , unplasticized PVC casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories. materials, loading and unloading, all taxes , sundries and T&P etc all complete as per direction of the Engineer -in-charge. 125 mm nominal inner dia pipe |
| 27 | 200 mm nominal inner dia Pipes |
| 28 | Cleaning and developing the bore well using their own compressor continuously worked till clear and adequate discharge is obtained from the bore well including supply and use of all necessary equipment and labour as per the direction of Engineer-in-Charge. |
| 29 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell all as per requirement and direction of Engineer-in-charge.125 mm dia |
| 30 | Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of borewell as per IS: 2800 (part I), including necessary bolts & nuts of required size all complete for borewell all as per requirement and direction of Engineer-in-charge. 125 mm clamp |
| 31 | providing istallation testing commissioning of following capacity Vertical submersible pump set to install inside the production well and reservoir including all suction,delivery overflow pipe line valve arrangement &all electrical instllation like pannel board ,stater ,3 core flat submersible cable etc .all complete as per specification &direction of E.I.C 1 H.P vertical submersible pumpset |
| 32 | Providing and fixing of UPVC pipes (grade similar to ASTM standard) on the surface with proper clamping system, having thermal stability for hot & cold water supply, including all UPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step UPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 25mm dia |
| 33 | Electrification.. Etc complete |
| 34 | Supply , Fitting & Fixing of Aquaguard RO Based AG Reviva inst RO WP SYS-50LPH Storage, make Eureka Forbes |
| 35 | Electrification |
| 36 | PH and Sanitation Please Enable Macros to View BoQ information |
