Lucknow Development Authority has published Tender For S. C. Ssc Under Construction Under City Plan. Residual Works Of Towers (Third) (Development Work And Electrification Work). Submission Date for this Tender is 12-04-2024. Electrification Work Tenders in lucknow Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | ROAD WORK |
| 2 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres.UPPWD-2020/DSR-2018/16.1 |
| 3 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density. UPPWD-2020/DSR-2018/16.2 |
| 4 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. AOR(A): On bituminous surface @ 0.50 Kg / sqm |
| 5 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). : With paving Asphalt grade VG - 10 heated and thenmixedwith solvent at the rate of 70 grams per kg of asphalt UPPWD-2020/DSR-2018/16.32.1 |
| 6 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. UPPWD-2020/DSR-2018/16.41 |
| 7 | Providing and laying Bituminous macadam with 100-120 TPH batch MixPlantproducing an average output of75 tonnes per hour using crushedaggregates of specified grading , premixed with bituminous binder (VG-30@ 3.40% ) transported to site,laid over a previously prepared surface with paver finisher with sensor control to the required grade, level and alignment and rolled as perclause No. 501.6 and 501.7 to achieve the desired compaction. AOR (B) |
| 8 | Providing and laying semi Dense Bituminous Concretewith 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed stone aggregates of specified grading as given below. premixed with bituminous binder @ 4.5% of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 respect 25mm thick using VG-30 Bitumen.(Reducing bitumenous quantity by 8% and replacing it by plastic waste as per IRC:SP:98-2013) complete in all AOR (C) |
| 9 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause Table 400-2 S.N. 4.2 ( C) MORT&H Specification no. 401 (for Grading -1) 53mm - 26.5mm, 35.00%, 26.5 mm-4.75 mm, 45%, 2.36 mm and below 20%AOR (D) |
| 10 | 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Specification No 406 S.No. 4.12 (table-400-11) material (for Gragding-1) 53mm-22.4mm 30%, 22.4mm 4.75mm 40%, 2.36 mm & below 30% |
| 11 | PATHWAY |
| 12 | CONCRETEWORKS |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) UPPWD-2020/DSR-2018/4.1.8 |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns UPPWD-2020/DSR-2018/4.3.1 |
| 15 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. UPPWD-2020/DSR-2018/16.1 |
| 16 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density UPPWD-2020/DSR-2018/16.2 |
| 17 | Rubber Moulded reflective Zig-Zag 60mm. Providing & laying of interlocking concrete block pavement having thickness 60mm as per drawing & technical specification clause 1504. UPPWD-2020 /Chapter-20, s.no.9 |
| 18 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).DSR-16.69 |
| 19 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)DSR-16.47.1 |
| 20 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause Table 400-2 S.N. 4.2 ( C) MORT&H Specification no. 401 (for Grading -1) 53mm - 26.5mm, 35.00%, 26.5 mm-4.75 mm, 45%, 2.36 mm and below 20% AOR(D) |
| 21 | FIRE TENDER PATHWAY |
| 22 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) UPPWD-2020/DSR-2018/4.1.8 |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns/ DSR 2018/4.3.1 |
| 24 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DSR 2018/16.1 |
| 25 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density/ DSR 2018/16.2 |
| 26 | Rubber Moulded reflective Zig-Zag 80mm. Providing & laying of interlocking concrete block pavement having thickness 80mm as per drawing & technical specification clause 1504. UPPWD SOR 2020/Chapter-20, s.no.8 |
| 27 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR 2018/16.69 |
| 28 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats)DSR 2018/16.47.1 |
| 29 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause Table 400-2 S.N. 4.2 ( C) MORT&H Specification no. 401 (for Grading -1) 53mm - 26.5mm, 35.00%, 26.5 mm-4.75 mm, 45%, 2.36 mm and below 20%AOR |
| 30 | BOUNDARY WALL |
| 31 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. UPPWD-2020/DSR-2018/2.6.1 |
| 32 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. DSR 2.25 |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) DSR 2018/4.1.8 |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1 |
| 35 | Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR 5.9.5 |
| 36 | Columns, Pillars, Piers, Abutments, Posts and Struts. 5.9.6 |
| 37 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth & above plinthlevel. Thermo-Mechanically Treated bars.DSR 5.22.6 |
| 38 | 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). All works upto plinth level. DSR 2018/5.37.1 |
| 39 | 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). All works above plinth level upto floor V level.DSR 2018/5.37.2 |
| 40 | Add for using extra cement in the items of design mix over and above the specified cement content therein.DSR 2018/5.35 |
| 41 | Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand) Above plinth level upto floor V level. DSR 2018/6.26.2 |
| 42 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25.2 |
| 43 | 20 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR 13.6.1 |
| 44 | Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. 13.45.1 |
| 45 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work DSR 2018/13.52.1 |
| 46 | PARKING |
| 47 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) UPPWD-2020/DSR-2018/DSR 4.1.8 |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns DSR 2018/4.3.1 |
| 49 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth lead upto 50 metres. DSR 2018/16.1 |
| 50 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density DSR 2018.16.2 |
| 51 | Rubber Moulded reflective Zig-Zag 80mm. Providing & laying of interlocking concrete block pavement having thickness 80mm as per drawing & technical specification clause 1504. Chapter-20, s.no.8 |
| 52 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR 2018/ 16.69 |
| 53 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats) DSR 2018/16.47.1 |
| 54 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause Table 400-2 S.N. 4.2 ( C) MORT&H Specification no. 401 (for Grading -1) 53mm - 26.5mm, 35.00%, 26.5 mm-4.75 mm, 45%, 2.36 mm and below 20% AOR |
| 55 | GUARD ROOM AND GATE |
| 56 | Earth work in surface excavation not exceeding 30cm in depthbut exceeding 1.5m width as well as 10 sqm on plan including getting out and disposal of excavation earth upto 50m and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soils,0.3m & above DSR 2018/2.6.1 |
| 57 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. DSR 2018/2.25 |
| 58 | Extra for every additional lift of 1.5 m or part thereof in. 1.5m to 3m DSR 2018/2.26.1 |
| 59 | Supplying and filling in plinth with river sand under floors including, watering, ramming consolidating and dressing complete. DSR 2018/ 2.27 |
| 60 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. DSR 2018/2.31 |
| 61 | Cartage of Ballast, Kankar, coal,Grit or Sand etc., including loading and unloading but excluding stacking on pucca roads. 1 km. DSR 2018/ 1.1.2 |
| 62 | Anti termite treatment |
| 63 | Providing and injection chemical emulsion for pre-constructional antitermite treatment and creating a chemical barrior under and arround the column pits, wall trenches, basement excavation top surface of plinth, filling juction of walls and floors, along the external perimetre of building, expansion joints surrounding of pipes and conduit etc. complete plinth area of the building at ground floor only shall be measured as per. Is 6313 (PartII 1981) Aldrine emulsifiable concentrate or any other approved material such a chloropyriphos or Heptrachlor or chlordance will be used. The rate of application of chemical emulsion shall be as follows.NSI |
| 64 | (1) Treatment for Masonarry & foundation 6 litters per sqm. |
| 65 | (2) Back fill in immediate contact with foundation 7.5 liters per sqm. |
| 66 | (3) Treatment for top surface of plinth filling 6 liters per sqm. |
| 67 | (4) Treatment of soil under Apron along external perimeter 6 liters per sqm. |
| 68 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) DSR 4.1.8 |
| 69 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. DSR 4.17 |
| 70 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. DSR 5.9.1 |
| 71 | Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick DSR 5.9.20 |
| 72 | Shelves (Cast in situ) 5.9.4 |
| 73 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick DSR 2018 / 5.9.21 |
| 74 | Columns, Pillars, Piers, Abutments, Posts and Struts. DSR 5.9.6 |
| 75 | Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.DSR 5.9.15 |
| 76 | Edges of slabs and breaks in floors and walls Under 20 cm wide DSR-5.9.16.1 |
| 77 | Weather shade, Chajjas, corbels etc., including edges. DSR-5.9.19 |
| 78 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth & above plinthlevel. DSR-5.22 Thermo-Mechanically Treated bars. 5.22.6 |
| 79 | 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 concretework, 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). All works upto plinth level. DSR 2018/5.37.1 |
| 80 | 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 concretework, 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). All works above plinth level upto floor V level. DSR 2018/5.37.2 |
| 81 | Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used ispayable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) DSR 2018/ 5.34.1 |
| 82 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR 5.35 |
| 83 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 2018/ 6.1.1 |
| 84 | Brick work with F.P.S. bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 2018/6.4.2 |
| 85 | Providing and fixing 18mm thick gang saw cut ( premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. DSR 2018/8.2 Granite of any colour and shade Area of slab over 0.50 Sqm.( For Counter) DSR 2018/ 8.2.2.2 |
| 86 | Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning etc. complete. DSR 2018/ 8.4 |
| 87 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/Stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edge etc. complete. DSR 2018/ 8.5 |
| 88 | WOOD & PVC WORK |
| 89 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : Second class teak wood DSR 9.1.1 |
| 90 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws DSR 9.21.1 |
| 91 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). DSR 2018/ 9.23 |
| 92 | Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :50x12 mm 2nd class teak wood DSR 2018/ 9.40.1.1 |
| 93 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) DSR 2018/ 9.53 |
| 94 | Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. DSR 2018/ 9.83 |
| 95 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete : 300x10 mm DSR 2018/9.97.1 |
| 96 | Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :100x10 mm DSR 2018/9.97.5 |
| 97 | Providing and fixing aluminium handles of approved make anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessry screws etc. complete. 125 mm DSR 2018/ 9.100.1 |
| 98 | Providing and fixing aluminium handles of approved make anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessry screws etc. 100mm DSR 9.100.2 |
| 99 | Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Single rubber stopper DSR 9.101.1 |
| 100 | Providing & fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS :1868) aluminium lever handles with necessary screws etc. complete. DSR 2018/ 9.103 |
| 101 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.5 mm thick DSR 2018/ 9.127.1 |
| 102 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required DSR 2018/ 10.25: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 2018/ 10.25.2 |
| 103 | FLOORING WORK |
| 104 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base ofcement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. DSR 11.26.1 |
| 105 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. DSR 2018 / 11.27 |
| 106 | Providing and fixing dry cladding upto 10 metre heights with 30 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). Red sand stone DSR 2018/8.20.1 |
| 107 | Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineerin-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid).DSR 2018/ 8.21 |
| 108 | Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gms), for dry stone cladding fixed on frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction of the Engineer-in-charge. DSR 2018/ 8.22 |
| 109 | ROOFING |
| 110 | Providing and laying gola 75x75mm in cement concrete M15 grade including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75x75 mm deep chase. DSR 12.21 |
| 111 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. DSR 2018 12.22 |
| 112 | FINISHING WORK |
| 113 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR 13.4.2 |
| 114 | 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) DSR 2018 / 13.16.1 |
| 115 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 116 | 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 2018/ 13.6.1 |
| 117 | Add or deduct for plaster drip course/ groove in or moulding to R.C.C. projections.plastered surface |
| 118 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer. DSR 13.41.1 |
| 119 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. Finishing walls with textured exterior paint of required shade : DSR 13.45.1 |
| 120 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm ofapproved brand or manufacture DSR 13.48.2 |
| 121 | Applying priming coat : With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) DSR 2018/13.50.1 |
| 122 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work DSR 2018/13.52.1 |
| 123 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete DSR 13.80 |
| 124 | ALUMINIUM WORK |
| 125 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointedechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.Glazing and paneling to be paid for separately) :For fixed portion.Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) DSR 2018/21.1.1.1 |
| 126 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) DSR 21.1.2 |
| 127 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) DSR 2018/21.1.2 |
| 128 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5.50 mm thickness DSR 2018/21.3.2 |
| 129 | Filling the gap in between aluminium frame and adjacent RCC/Brickwork/ Stone Work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge Upto 5mm depth and 5mm width DSR 2018/21.8.1 |
| 130 | WATER PROOFING |
| 131 | Providing & 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 2.75kg/sqm of cement admixed with water proofing compound confirming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment. DSR 2018/22.7 |
| 132 | b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand ) admixed with water proofing compound confirming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement of 1:5 ( 1 cement : 5 coarse sand ) admixed with water proofing compound confirming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of junctions of walls and slabs. c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound confirming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar 1:4 (1 cement : 4 coarse sand) |
| 133 | admixed with water proofing compound confirming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm 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 120mm and minimum thickness at khurra as 65mm. DSR 2018/22.7.1 |
| 134 | KERB STONE |
| 135 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)DSR 2018/ 4.1.8 |
| 136 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns DSR 2018/ 4.3.1 |
| 137 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR 2018/ 16.69 |
| 138 | Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)DSR 16.47.1 |
| 139 | SUBGRADE WORK (ROAD , PATHWAY, FIRE TENDER PATH) |
| 140 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. DSR 2018/ 2.6.1 |
| 141 | Earth work in filling on site including excavation, 6.0 km cartage and extra for leveling & neatly Dressing. Complete in all respect. (Analysis rate) DSR 2018/ 2.25(a) |
| 142 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 143 | HVAC WORK |
| 144 | Supply,installation,testing and commissioning of copper efrigerant piping for the indoor and outdoor units copper piping shall be properly supported and it shall nclude the cost of all the fitting,insulation,UV coating andall required fittings,joints etc. as per drawings of the following sizes (the insulation shall be 13/19mm thick closed cell nitrile rubber tubular insulation and all internal and external pipes shall runon proper cable trays) |
| 145 | Supply,installation,testing and commissioning of copper efrigerant piping: 41.3mm OD(insulation 19 mm thickness) NDSR |
| 146 | Supply,installation,testing and commissioning of copper efrigerant piping:34.9mm OD(insulation 19 mm thickness) NDSR |
| 147 | Supply,installation,testing and commissioning of copper efrigerant piping:28.6mm OD(insulation 19 mm thickness) NDSR |
| 148 | Supply,installation,testing and commissioning of copper efrigerant piping:22.2mm OD(insulation 13 mm thickness) NDSR |
| 149 | Supply,installation,testing and commissioning of copper efrigerant piping:19.1mm OD(insulation 13 mm thickness) NDSR |
| 150 | Supply,installation,testing and commissioning of copper efrigerant piping:15.9mm OD(insulation 13 mm thickness) NDSR |
| 151 | Supply,installation,testing and commissioning of copper efrigerant piping:12.7mm OD(insulation 13 mm thickness) NDSR |
| 152 | Supply,installation,testing and commissioning of copper efrigerant piping: 9.5mm OD(insulation 13 mm thickness) NDSR |
| 153 | Supply,Installation,Testing and Commissioningof CPVC drain piping complete with fitting,supports and 6 mm thick elastomeric nitrile rubber foaminsulation as per specifications and drawings. |
| 154 | Supply,Installation,Testing and Commissioningof CPVC drain piping : 25 mm dia. NDSR |
| 155 | Supply,Installation,Testing and Commissioningof CPVC drain piping :32mm dia. NDSR |
| 156 | Supply,Installation,Testing and Commissioningof CPVC drain piping :40 mm dia : NDSR |
| 157 | LIFT WORKS |
| 158 | Supplying, Installation, Testing & Commisioning of 15 passanger (1020 Kg) Liftwithout machine room having contract speed of 1.75 Meter per second serving different floors in the lift shaft as per detailed specifications attached and as under complete with all the equipement and accessories. ( Make - Thyssenkrupp ) MR Location of lift: As indicated in the Drawing 1.1.1 : Designation of Lifts- Passenger / Stature 1.1.2 : No. Of Elevators/ Lifts- 02 1.1.3 : Type and Capacity- 15 Passenger – 1020 Kg 1.1.4 : Speed- 1.75 M/Sec 1.1.5 : Drive- VF Regenerative (Closed Loop) 1.1.6 : No Machine Room 1.1.7 : Travel- 54.0 Mts. 1.1.8 : Serving- Ground to 14th Floor (Floor Designation will be 0 ,1 , 2 , 3….14) 1.1.9 : No. Of Stops- 15 ( All Opening on the same side) 1.1.10 : Required Well Size- 2000 mm (W) X 3000 mm (D) 1.1.11 : Power Supply- 400/415 V Three Phase Ac 1.1.12 : Auxiliary- Single Phase 220vAc 1.1.13 : Car size- 1000 mm (W) X 2400 mm (D) 1.1.14 : Pit Depth- 1600 mm 1.1.15 : Head Room- 5000 mm 1.1.16 : Car Enclosure: 900mm W x 2100mm H a. : Car Ceiling- CD-41 B. : Car Panels- SS Hairline Finish c: Car Flooring- Vinyl Tiles |
| 159 | 1.1.17 : Car Entrance- Centre Opening Power Doors in SS Hairline Finish 1.1.18 : Door Safety- Fire Rating-60mins 1.1.19 : Landing Entrance- Centre Opening Power Doors in SS Hairline Finish 1.1.20 : Clear Opening- 900mm (W) X 2100mm (H) 1.1.21 : Indicators: a. :Car- KDS 50 PH COP- Round Surface Mounted Buttons with Seven Segment Indication RED b. Landing- KDS 50 LCI- Round Surface Mounted Buttons with Seven Segment Indication RED |
| 160 | Supplying, Installation, Testing & Commisioning of 10 passanger (680 Kg) Liftwithout machine room having contract speed of 1.75 Meter per second serving different floors in the lift shaft as per detailed specifications attached and as under complete with all the equipement and accessories. Location of lift: As indicated in the Drawing |
| 161 | Designation of Lifts- Passenger |
| 162 | No. Of Elevators/ Lifts- 02 |
| 163 | Type and Capacity- 10 Passenger – 680 Kg |
| 164 | Speed- 1.75 M/Sec |
| 165 | Drive- VF Regenerative (Closed Loop) |
| 166 | No Machine Room |
| 167 | Travel- 54.0 Mts. |
| 168 | Serving- Ground to 14th Floor (Floor Designation will be 0 ,1 , 2 , 3….14) |
| 169 | No. Of Stops- 15( All Opening on the same side ) |
| 170 | Required Well Size- 2100 mm (W) X 2080 mm (D) |
| 171 | Power Supply- 400/415 V Three Phase Ac |
| 172 | Auxiliary- Single Phase 220vAc |
| 173 | Car size- 1300 mm (W) X 1350 mm (D) |
| 174 | Pit Depth- 1600 mm |
| 175 | Head Room- 5000 mm |
| 176 | Car Enclosure: 800mm W x 2100mm H |
| 177 | Car Ceiling- CD-41 |
| 178 | Car Panels- SS Hairline Finish |
| 179 | Car Flooring- Vinyl Tiles |
| 180 | Car Entrance- Centre Opening Power Doors in SS Hairline Finish |
| 181 | Door Safety- Fire Rating-60mins |
| 182 | Landing Entrance- Centre Opening Power Doors in SS Hairline Finish |
| 183 | Clear Opening- 800mm (W) X 2100mm (H) |
| 184 | Indicators: |
| 185 | a. Car- KDS 50 PH COP- Round Surface Mounted Buttons with Seven Segment Indication RED B. Landing- KDS 50 LCI- Round Surface Mounted Buttons with Seven Segment Indication RED |
| 186 | D.G. SETS |
| 187 | DIESEL GENERATING SYSTEM : S.I.T.C. 250 KVA, 415 V, 3 ph, 50 Hz Radiator cooled diesel generator (D G set) used for standby electrical energy generation. TheD G Set shall be SILENT type and shall comprise of: ? DIESEL ENGINE : - Vertical; multi-cylinder diesel engine of suitable b h pconforming to IS : 10002, :Turbo charged type, :Electronic Governer:Air cooled with water cooled radiator. ? ALTERNATOR : :Directly coupled alternator conforming to IS: 4722 generating 415 V, 3 phase, 50 Hz, power, ? Fly-wheel, ? Common base-frame. ? Suitable anti-vibration pads of required quantity & size, ? Silencer shall be residential type, ? Fuel tank (Day tank) suitable for eight hours operation - complete with fuel level indicator, filler cap, drain valve etc.. ? Electrical starting and control equipment for electrical starting of D. G. Set with: :Battery charger, :Heavy duty battery set. Battery shall be suitable for at least 3 successive cold starts. ? Control Panel for control, monitoring & protection ofD G Set. NOTE: As per the Government notification, D G Setshall be enclosed in a canopy meeting the specified NORMS for sound pollution. |
| 188 | H. T. SYSTEM |
| 189 | 11 KV DOUBLE POLE STRUCTURE Supply, erection, testing and commissioning of 2 pole structure for providing 1 No. 11KV,400A GOS in accordance with IE rules, & local authorityspecification and drawings and comprising of the following. 2 Nos. 11 mtr. long MS STEEL poles complete with, pole excavation, MS STEEL foundation, and back filling complete MS steel channel/angle iron etc. 1 Set of cross arms, branching, clamps and painting complete with GI nut, bolts & washers as required (for GO & DO), LA connection. 1 set 11KV Insulator complete with spindles & hardware & DOG 11KV ACSR conductors complete as required. 1 No. 11KV 400A TP Gang operated Air break switches complete with 25mm dia GI pipe operatingmachanism, handle & locking arrangement. 1 set (3 nos.) 11KV lightning arrestor and connecting to all phases. 1 No. 150 mm dia GI pipe class "B" (for XLPE cable protection) as required. 2 Set 50mm dia 3m long GI pipe earthing with 25 x 6 mm GI earth strip complete as required (for GO & DO & LA) |
| 190 | S.I.T.C. of 11 K V Vacuum Circuit Breaker panel – indoor mounted, self-standing type (with 25KA fault level) conforming to IS: 2156 with degree of protection to IPH3 as per I S 3427. The VCB shall conform to I S 13118 and have a continuous current capacity of 630 Amps (25KA/1 sec) and shall be vertically isolated, horizontally draw-out type, three pole, trip free, complete with 24V D C trip-coil, Auxiliary contact for trip circuit, Spring Charging Motor, C T, P T, metering & protection as required. : Energy Meter with MDI suitable for 1600 K W.(Approx.) |
| 191 | Installation, testing & commissioning of 1600 KVA, 11 K V / 433 V, 50 Hz, 3 phase Delta / Star connected ONAN Transformer with Dyn-11 vector group suitable for out-door, floor mounting. The transformer shall have OFF Load taps in steps of +/- 2.5 % and +/-5 %, complete with first fill of oil and shall conform to I S : 2026, 1977 (latest edition). H. T. & L. T. sides of the transformer shall be suitable for cable termination complete with cable end-boxes as follows: :H. T. Side : 1 x 3 C x 240 sq. mm. X LPE cable. :L. T. Side : 2500 A Sandwitch type Bus duct. : Transformer shall be provided with Winding Over temperature indication andtrip devices. : Transformer shall be provided with a Marshalling box with all the wiring for safety, measuring and indicating devices wired and terminated in it. |
| 192 | H T CABLE & TERMINATION : |
| 193 | S.I.T.C. 11 K V (E) grade XLPE cable conforming to I S : 7098 (Part II), 1973 with stranded aluminium conductor, armoured, PVC over-all insulated; conductor size : :3 C x 240 sq. mm. A2XFY cable. DSR 506 (f) |
| 194 | Supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required ::3 C x 240 sq. mm. DSR 2014 10.4.2 |
| 195 | Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : :3 C x 240 sq. mm. A2XFY cable. DSR 2014 10.5.2 |
| 196 | Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. The profile shall be laminated on both sides, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same shade and colour. The frame shall be fire retardent with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastner with necesary stainless steel screws, all complete as per direction of Engineer-in-charge. DSR 2018/26.09 |
| 197 | Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardent having necessary screw holding capacity. Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. DSR 2018/26.1 |
| 198 | Providing and fixing concealed hinge of approved quality for 19-20mmthick door with stainless steel screws complete : DSR 2018/26.11 |
| 199 | Prroviding and fixing kitchn Accessories (gade ss 304) NSI |
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