Allahabad Development Authority-ADA has published Development And Beautification Of Someshwar Mahadev Temple, Prayagraj . Submission Date for this Tender is 06-01-2022. Building Work Tenders in someshwar Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Dismantling in lime or cement mortar brick work including stacking of dismantled materials with in 60m as directed by Engineer-In-Charge. |
| 2 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials with in distance of 60m as directed by Engineer-In-Charge |
| 3 | Dismantling door or window including Chaukhats with fasts and including stacking of materials with in distance of 60m. |
| 4 | Dismantling door or window leaves including stacking of materials with in distance of 60m. |
| 5 | Cleaning jungle including of rank vesitation, grass, brush, wood trees and saplings of grith upto 30 cm. Measured at a height of 1.00 mtr. Above ground level & removal of rubbish up to a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST. |
| 6 | Excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches (Excluding Royalty) |
| 7 | Cement Concrete with 4 cm (1/2") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 8 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier uner and around the columns pitswall tranch basement excavation top surface of plinth filling junction of wall and floor along the external per meter of building expansion joint surrounding of pipesand conduit etc. complete (plinth area of the building at ground floor only shall be measured as perI.S 6313 (part ii 1981). aldrine emulsificable concentrate of any other approved material such as hepthachlor or chlodance will be used. the rate of aaplication of chemical emulsion shall be as followes. |
| 9 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 10 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note:- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). up to plinth Lavel |
| 11 | Above Plinth Lavel Up to Floor V Level |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 17 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick workincluding bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured and including cost of binding wire. Excluding GST. |
| 18 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 5Km and lift upto 1.5 m : |
| 19 | First Class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. |
| 20 | First Class brick work in 1:4 cement and coarse sand mortar in super structure including necesaary cutting and moulding of bricks as required and including honey comb brick work, thickness of wall not to be less than 1.5 brick thick. |
| 21 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC "C" channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the "C" Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer"s specification & drawing.30 mm thick plain PVC door shutters |
| 22 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately)Note: For uPVC frame, sash and mullion extruded profilesminus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable." Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm). |
| 23 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 24 | 12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand over brick work minimum thickness not to be less than 3/8" (10mm ) thick including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 25 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.Red sand stone |
| 26 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade |
| 27 | Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in :Circular or polygonal pillars |
| 28 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30mm thick |
| 29 | Supply and fixing of Kota stone in flooring 20mm thick and joint filled with 1:2 cement and coarse sanfd with approved colouring materials to be given and even shade with 12mm base coat (bedding) of 1:2 cement and coarse sand mortar and polished by hand or machine and finaly finished with french manson polish or other approved polish including supply of all materials, labour T&P etc. required for proper completion of the work excluding base concrete. Excluding GST |
| 30 | Supply and fixing of kota stone 10 to 12 mm thick kota stone tiles in skerting or dado laid with 1:2 cement and approved coarse sand mortar finished with in its cement coloured slurry complete including supply of all materials labour and T&P and etc. required for proper completion of the work. Excluding GST. |
| 31 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by E/I. |
| 32 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement: 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 33 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion type |
| 34 | Supply and fixing 6mm (1/4") thick chine white glazed tiles in flooring or dado laid with 1:3 cement and approved coarse sand mortar and approved coarse sand mortar finished with white cement slurry jointed and polishing complete including supply of all materials, labour and tools & plant etc. required for proper completion of the work.Excluding GST. |
| 35 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc., complete. |
| 36 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimumperiod of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 37 | Making khurras 45x45 cm with average minimum thickness of 5 cm a coat of neat cement, also including all material, labour T&P etc. required for proper completion of the work |
| 38 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/ 15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and downsize or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with : Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 |
| 39 | Distemper two coat with oil bound distemper of approved brand manufacture and required shade on decorated wall surfaces to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as british, shaliamr, asian paints after throughly brushing surface free from mortar droppings and other foreign matter and also including preparing the surface even also sand prepared smooth including cost of all materials. |
| 40 | Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia |
| 41 | Providing and fixing CI Jali of approved quality and colour.100x100 mm nominal dia |
| 42 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 43 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15mm dia (iner fitting) |
| 44 | 32mm dia (outer fitting) |
| 45 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) : |
| 46 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore |
| 47 | S/F Water storage tank P.V.C syntax or equivalent |
| 48 | Dismantling in lime or cement mortar brick work including stacking of dismantled materials with in 60m as directed by Engineer-In-Charge. |
| 49 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials with in distance of 60m as directed by Engineer-In-Charge |
| 50 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 51 | Cleaning jungle including of rank vesitation, grass, brush, wood trees and saplings of grith upto 30 cm. Measured at a height of 1.00 mtr. Above ground level & removal of rubbish up to a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST. |
| 52 | Hydraulic Excavator/JCB of 1 cum bucket |
| 53 | Excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches (Excluding Royalty) |
| 54 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier uner and around the columns pitswall tranch basement excavation top surface of plinth filling junction of wall and floor along the external per meter of building expansion jointsurrounding of pipesand conduit etc. complete (plinth area of the building at ground floor only shall be measured as perI.S 6313 (part ii 1981). aldrine emulsificable concentrate of any other approved material such as hepthachlor or chlodance will be used. the rate of aaplication of chemical emulsion shall be as followes. |
| 55 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 56 | Cement Concrete with 4 cm (1/2") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 57 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). up to plinth Lavel |
| 58 | Above Plinth Lavel Up to Floor V Level |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 60 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick |
| 61 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 62 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 63 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 65 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick workincluding bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured and including cost of binding wire. Excluding GST. |
| 66 | First Class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. |
| 67 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 68 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick |
| 69 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick |
| 70 | 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete. |
| 71 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 72 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete Wedge expansion type Fastener with threaded dia 12 mm |
| 73 | Supply and fixing of Kota stone in flooring 20mm thick and joint filled with 1:2 cement and coarse sanfd with approved colouring materials to be given and even shade with 12mm base coat (bedding) of 1:2 cement and coarse sand mortar and polished by hand or machine and finaly finished with french manson polish or other approved polish including supply of all materials, labour T&P etc. required for proper completion of the work excluding base concrete. Excluding GST |
| 74 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 75 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase |
| 76 | Making khurras 45x45 cm with average minimum thickness of 5 cm a coat of neat cement, also including all material, labour T&P etc. required for proper completion of the work |
| 77 | Distemper two coat with oil bound distemper of approved brand manufacture and required shade on decorated wall surfaces to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as british, shaliamr, asian paints after throughly brushing surface free from mortar droppings and other foreign matter and also including preparing the surface even also sand prepared smooth including cost of all materials. |
| 78 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone |
| 79 | Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone |
| 80 | Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : Triangular or Square or rectangular pillars |
| 81 | Extra for stone work ashlar sunk or moulded in cornices. |
| 82 | Providing & fixing P.V.C. pipe fittings T bend sockets, M.S. holdler clamp all complete. Ch-23/32 110mm dia |
| 83 | Cartage of Malba 8km etc including loading and unloading |
| 84 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials with in distance of 60m as directed by Engineer-In-Charge |
| 85 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 400mm Dia Piles with Single BulbNote: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used. |
| 86 | Excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches (Excluding Royalty) |
| 87 | Cement Concrete with 4 cm (1/2") gauge approved stone, ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 88 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). up to plinth Lavel |
| 89 | Above Plinth Lavel Up to Floor V Level |
| 90 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 91 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick |
| 92 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 93 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 94 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 95 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick workincluding bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured and including cost of binding wire. Excluding GST. |
| 96 | First Class brick work in 1:4 cement and coarse sand mortar in super structure including necesaary cutting and moulding of bricks as required and including honey comb brick work, thickness of wall not to be less than 1.5 brick thick. |
| 97 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick |
| 98 | Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick |
| 99 | 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including finishing complete. |
| 100 | Providing edge moulding to 18mm thick marble stone counters, vanities etc.including machine polishingto edge to give high gloss finish etc.complete as per designe approved by Engineer-in-charge. |
| 101 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 102 | Providing and fixing expansion hold fasteners on C.C./R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm |
| 103 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone. |
| 104 | 40 mm thick machine cut white sand stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. - White sand stone |
| 105 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 106 | Distemper two coat with oil bound distemper of approved brand manufacture and required shade on decorated wall surfaces to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as british, shaliamr, asian paints after throughly brushing surface free from mortar droppings and other foreign matter and also including preparing the surface even also sand prepared smooth including cost of all materials. |
| 107 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimumperiod of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 108 | Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone |
| 109 | Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : Triangular or Square or rectangular pillars |
| 110 | Extra for stone work ashlar sunk or moulded in cornices. |
| 111 | Cartage of Malba 8km etc including loading and unloading |
| 112 | Wiring point for light with 1.5 sq.mm.FRLSHPVCinsulated multistrand single core copper conductor cablein heavy guage rigid steelconduit pipe partly concealed in the walland partly laidinslab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose/angle/batten holder on 3mm thickphenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash. |
| 113 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. Group B |
| 114 | Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. |
| 115 | Wiringpointforplugwith 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable inheavyguagerigidsteel conduit partly concealed in wall and partly laid in slab alongwith the reinforcementbefore concreting, complete with14 SWG copper earth continuity wire and piano typeswitch and socket etc., complete in all respect including matching colour wash. |
| 116 | Add for light / fan points with modular type switch in place of piano type switch. |
| 117 | Add for plug point with modular switch & socket in place of piano type switch & socket. |
| 118 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 119 | Supply and wiring of submain withtwo number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduitpartly concealedinwall andpartlylaid in slab alongwith reinforcement before concreting, with one number 14 SWG copper earth continuity wire including matching colour washetc. complete in all respect. |
| 120 | Supply and fixing ofLED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fittingincluding tube on Surface complete in all respect.CAT- AAA |
| 121 | Supply and fixing offactory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 170 to 200 Watt. Confirming to IP 66 protection complete in all respect. CAT-AAA |
| 122 | Supply andlayingof aluminiumconductorPVCinsulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. (a) 6 sq. mm 2 core |
| 123 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring ofthe cable shall be properly connected with the earth as per direction of Engineer-Incharge. (a) 6 sq. mm 2 core |
| 124 | Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge. (a) 6 sq. mm |
| 125 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respects as per drawing. |
| 126 | Supply and fixing of one number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. |
| 127 | S&F surface/flush mounting 4ways SPN distribution board with additional metal door without MCB complete in all respect, as directedbyEngineer in charge. Cat-A |
| 128 | S&F of6 Amp. to 32Amp. DP MCB (10 KA) C CurveCat-A |
| 129 | S&F of 6 Amp to 32 Amp. SPMCB (10 KA) C Curve Cat-A |
| 130 | Supply and fixing of power plug with 20 Amp./250 voltflush type modular switch and 5 pin 20 A/250 volt flush type universal modular socketswitch on concealed M.S boxincluding supply of all material, labour T&P etc. required for proper completion of work. |
| 131 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 132 | Supply of Totally enclosed exhaust fan, 300mm sweep continously rated highly efficient heavy-dutymotor similar to Crompton Cat. Ref. Trans Air 12" or equivalent. |
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