|
| 1 | Earth Work excavation in hard soil including moorum stony earth and earth mixed with boulder within 50 m initial lead and 1.5 m initial lift including dressing and breaking clods levelling the bed up to required depth and depositing the excavated materials with all leads and lifts T and P etc. complete as per direction of Engineer-in-charge. |
| 2 | Filling in foundation trenches and plinth, with excavated earth inclduing laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour, T&P completed as directed by the EIC. |
| 3 | Supplying and filling in foundation and plinth with sand well watered and rammed with cost, conveyance, royalty taxes of all materials etc. complete as per direction of engineer-in-charge. |
| 4 | Cement concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6\\") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge. |
| 5 | Brick work with Fly Ash bricks of size 23cmx11cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:6) in foundation and plinth including all charges [Vide AR(P) 71 item No.3] |
| 6 | Brick work with Fly Ash bricks of size 23cmx11cmx8cm and crushing strength not less than 75 kg/cm2 in C.M.(1:6) in Superstructure including all charges [Vide AR(P) 71 item No.3] |
| 7 | Providing lifting, hositing and laying Reinforcement cement of M-25 grade as approved designs and having minimum compressive strength 250 kg/ square cm in 15 cm . Footing |
| 8 | Providing lifting, hositing and laying Reinforcement cement of M-25 grade as approved designs and having minimum compressive strength 250 kg/ square cm in 15 cm . Coloumn upto plinth |
| 9 | Providing lifting, hositing and laying Reinforcement cement of M-25 grade as approved designs and having minimum compressive strength 250 kg/ square cm in 15 cm . Plinth beam |
| 10 | Providing lifting, hositing and laying Reinforcement cement of M-25 grade as approved designs and having minimum compressive strength 250 kg/ square cm in 15 cm . Column above plinth |
| 11 | Providing lifting, hositing and laying Reinforcement cement of M-25 grade as approved designs and having minimum compressive strength 250 kg/ square cm in 15 cm . Lintel |
| 12 | Providing lifting, hositing and laying Reinforcement cement of M-25 grade as approved designs and having minimum compressive strength 250 kg/ square cm in 15 cm . Roof beam |
| 13 | Providing lifting, hositing and laying Reinforcement cement of M-25 grade as approved designs and having minimum compressive strength 250 kg/ square cm in 15 cm . Roof slab |
| 14 | Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or 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 floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. |
| 15 | 12mm cement plaster to out side of brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. |
| 16 | 16mm cement plaster to inside of brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. |
| 17 | 6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. |
| 18 | Supplying, fitting and fixing of Antiskid Ceramic Floor Tiles in flooring using special plain / printed series Ceramic Floor Tile of premium grade ( having minimum thickness 7 mm to 8 mm & size 300 mm x300 mm, confirming to I.S 13755 of approved quality and shade in floors, treads on steps and landings on 20 m.m thick bed of cement mortar of mix (1:4) laid in proper slope and gradient with screened & washed sharp river sand for mortar and fixing with neat white cement slurry,grouting the joints with neat white cement slurry mixed with required quantities of pigments (Tiles are to be immersed in the water for required time before use) of approved make to match the shades of the Ceramic Floor Tiles if required including cost, conveyance, loading, unloading, stacking, royalties , all taxes, cost of all Labour, Labour cess , Sundries, T&P required for the work , Watering , Curing for required days, cleaning the flooring space manually etc. complete in all respect as directed by the Engineer-in-charge. |
| 19 | Supplying, fitting & fixing of Ceramic wall tiles of premium grade of size(200x300 mm/200x200 mm) having thickness 6.5mm to 6.7mm confirming to IS 13753 in dadoes, skirting and risers of steps laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge |
| 20 | Supplying, fitting & fixing of 10 mm thick & size of 600x600 mm vertified floor tile of matt finish with veilcraft (VC/FT ) shield( Scratch free/stain free) with water absorption limit between 0.08% to 3% and conforming to IS : 15622:2006 (Group B Ib). laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer- in-charge (for New Work only ) |
| 21 | Supplying, fitting & fixing of 10 mm thick and size of 600x600 mm vertified wall tile of in dadoes, skirting and risers of steps of laid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge. |
| 22 | Factory made FRP( Altematly called GRP) door frame of size 75mm x 100mm fabricated using E - glass chopped strand mat (CSM) U.V stabilised inopathalic Gel coat and impregnated with inopathalic resin The thickness of the GRP skins shall not be less then 2.0 mm . The door frame consists of four segments which are provided with plug in socket arrrangement in-situ-in mould. The segments are plugged in and are joined together by means of srew. The GRP frame shall be provided with wooden reinforcement on six locations for high srew holding capacity for fixing metalic hold fast and shall be consolidated by filling with medium density foam / plaster of paris with fibre reinforcement , six number of 260mm x 25mm x 5mm size 'S' shaped M.S flat hold fast shall be provided with the frame. The material and process for manufacturing the finish of door frame shall conform to RV-TIFAC composites Design centre's standards and specifications . The finish of door frame will be plain colour white /Ivory/Beige/Light grey / Golden brown / Mahogany/ Teak wood /sand stone Champagne/Pastel blue or any other colour using high quality pigment complete in all respect as per specification and direction of the Engineer in Charge. etc. complete. |
| 23 | Factory made GIRID FRP or called GRP sandwich composite door shutter of 32mm thick laminated with two GRP skin with good grain finish fabricated using UV stabilised isoppthalic gel coat and one layer of 450 gsm E-glass chopped strand mat (CSM) impregnated with ortopathilic resin The thickness of the skins shall not be less than 1.50mm . Expanded polysryne ( EPS) structural foam panel of 29 mm tickness and a density of 20kg/cu.mts shall be used as core material wooden reinforcements made of sesasoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinforcements for fitting the metal fittings such as lower bolts ,aldrops, handles etc. shall be provided . A structural adhesive compatible with (EPS)foam shall be used for bending the core material. the sal wood reinforcements and the skin The material and process for manufactuing te door shutter shall conform to RV -TIFAC components design centre's standards and specification and the door shutters tested in conformation to IS 4020-1998. The Finish of door shutter will be plain colour as per specification and direction of the Engineer in Charge. etc. complete |
| 24 | Supplying and installing UPVC- Sliding windows made out of lead free green profiles of KÖMMERLING make with a GREENLINE mark having two tracks and two sashes (shutters) with frame dimension of 58mm x 49mm and sash dimension of 61mm x 47mm x 37mm for windows with corners fusion welded, fully reinforced with Galvanized steel of 1.2 mm to 2 mm. The sash will be fitted with 5/6mm clear glass (float/toughened). The physical properties of the profiles like Vicat softening temperature, density, tensile strength, hardness, weatherability, impact strength and Modulus of Elasticity should be tested in accordance with ASTM/DIN-ISO standards and the thermal conductivity as per IS standards.The profile manufacturer should be a certified member of IGBC and should have extrusion facility in India and the windows to be assembled and installed by an authorised fabrication partner . The windows must be installed complete with all kinds of ironmongery (including EPDM gaskets,bridging wedges and glass packers) and with suitable water draining system. Application of Silicon sealant from Inside / Outside of Dowcorning / GE or equivalent and all complete as per architectural drawings and the direction of the Engineer - in- charge. |
| 25 | Supplying and Fixing of M.S. Grills, M.S.Doors, M.S. Gate etc including cost, conveyance of all materials, priming and labour for fitting fixing etc.complete as per the instruction of Engineer-in-Charge |
| 26 | Priming one coat with wall cement primer (water bound) to make an even finished surface in all floors and heights to wall surface of approved make and shade including sand papering, applying putty wherever necessary & cost of scaffolding, staging charges with cost, conveyance, taxes of all materials, cost of all labour,labour cess T&P etc. complete as per the direction of the Engineer-in- charge. |
| 27 | Painting two coats with approved anti-fungal weather seal paints (ISI) of approved colour, shade on wall surface over a coat of wall primer(ISI) water bound including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour,labour cess with T&P etc, complete as per specification & direction of Engineer-in-charge. |
| 28 | Finishing plastered surfaces of walls with cement based wall putty (Water based) of approved make and finishing the surface smooth and even by sand papering to receive painting in walls, at all heights with staging wherever necessary with cost, conveyance, taxes of all materials, cost of all labour,labourcess, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-charge. |
| 29 | Painting two coats with approved plastic emulsion paint over a coat of wall primer of make Dulux / Berger / Asian to inside surface of walls finished with Acrylic Wall putty (water based) of make (Birla / JK) and finished smooth & even surface to receive painting using roller to the final coat including cost of scaffolding staging charges with cost, conveyances, taxes of all materials, cost of labour, T&P required for the work etc. complete for all floors as per specification & direction of the Engineer-in-charge. Note :- Sample of Paint & Primer shall be approved before procurement and use. |
| 30 | Painting two coats with approved Enamel Paint on Steel work in Ground Floor |
| 31 | Pump controller suitable for 2 Pumps (1W+1S) with LCD screen displays, phase loss protection (incoiming as well as for outgoing), Individual pump overload protection, individual pump under voltage protection, dryrunning protection without installing any float switch, memory function when power off and during recovery, visual and audio alarm for fault prompt, auto manual switch and pump should operate based on the sump water level and both pump should run together for high level. Panel should come with 3 Nos Float switch to work as per the OHT water level.(Make-grundfos, kirloskar,luby or equivalent ) Please Enable Macros to View BoQ information |
