Airports Authority Of India Tender
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Airports Authority Of India - AAI Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date20 Jan 2023
Closing Date11 Feb 2023
Tender Amount₹ 33,49,00,000
Costs
EMD
₹ 58,49,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_AAI_142244_1Bid Award Id
ViewTender No
AAI/CHQ/Engg(NR)/Gwalior/Roads DrainsTender Authority
Airports Authority Of India ViewPurchaser Address
-Website
http://https://www.aai.aero/
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Documents
BOQ Items
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30.
8051
-
-
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
10064
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-
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm
40260
-
-
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix)and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
2812
-
-
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :On bituminous surface @ 0.50 Kg / sqm
43260
-
-
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
1731
-
-
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge
2250
-
-
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge
1500
-
-
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge In cement mortar
810
-
-
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar
207
-
-
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. Bituminous portion
113
-
-
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. Water Bound Macadam
188
-
-
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
40
-
-
Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for Stone to be made separately).
1800
-
-
Providing and laying cement concrete in retaining walls, return walls,walls (any thickness) including attached pilasters, columns, piers,abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
58
-
-
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
4302
-
-
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
2400
-
-
Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
1200
-
-
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved colour, design and pattern.
2400
-
-
Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost).
1125
-
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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).
122
-
-
Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)
750
-
-
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge
1280
-
-
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
900
-
-
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge
600
-
-
Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in- charge.
600
-
-
Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.
100
-
-
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.
Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm.
5
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-
Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge.Cautionary /warning sign boards of equilateral triangular
5
-
-
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). 1Overhead informatory road signage
60
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
1564
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 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
6106
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
292
-
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 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
34
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-
Centering and shuttering including strutting, propping etc. and removalof form work for : Foundations, footings, bases for columns
1733
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
50
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
175
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. a) 450 mm dia RCC pipes.
313
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. b) 600 mm dia RCC pipes.
963
-
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. c) 900 mm dia RCC pipes.
113
-
-
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
30
-
-
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m 19.10.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
45
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.: Thermo-Mechanically Treated bars of grade Fe-500D or more.
1008477
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.: Thermo-Mechanically Treated bars of grade Fe-500D or more.
8837
-
-
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
756
-
-
Centering shuttering including struttings, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses plinth and string courses fillets,kerbs and steps etc.
23673
-
-
Centring and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
5196
-
-
Brick work with clay flyash F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
963
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 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).
5
-
-
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate.
39
-
-
6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand).
615
-
-
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @maximum100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
6960
-
-
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand).
1199
-
-
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand).
1019
-
-
Painting with synthetic enamel paint of approved brand and
manufacture to give an even shade : Two or more coats on new work.
429
-
-
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
2000
-
-
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)-Trees Plant
750
-
-
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water)-Shrubs Plant
750
-
-
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of lant & water)-Hedge Plant /Ground cover
3000
-
-
Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
2600
-
-
Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.
1600
-
-
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
113
-
-
Providing Engineering Consultancy services for steel structure for sinage gantry structure, RCC foundation work, rain water drainage and testing for load bearing capacity with all relevant calculation sheet and design vetted by I.I.T/NIT/Govt Engg collage, Providing detailed construction drawing required during execution etc. as specified in tender document and any other details related to consultancy work which are essential for successful execution of works etc completes as per direction and satisfaction of EIC.
1
-
-
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable Method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.All types of soil 350 mm dia
875
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.-200 mm nominal size dia
75
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs,conforming to IS: 12818, including hire & labour charges, fittings &accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia.
875
-
-
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
89
-
-
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
89
-
-
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
89
-
-
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
57
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. H D - 20 Circular shape 560 mm internal diameter
50
-
-
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 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
9460
-
-
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.
1822
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers
656
-
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts
259
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
222
-
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 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)
129
-
-
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
6683
-
-
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
2564
-
-
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
450
-
-
Providing and fixing in position pre-moulded joint filler in expansion joints.
4050
-
-
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All Kinds of soil
516
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms for all lead and lift, including getting out the excavated soil and disposal of surplus excavated soil as directed. All kinds of soil.
60
-
-
Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms for all lead and lift, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock
30
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
24
-
-
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
6
-
-
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
18.9
-
-
Brick work with bricks of class designation 35 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)
10.15
-
-
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm
6
-
-
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 150x10 mm
15
-
-
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm
24
-
-
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece.
6.5
-
-
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
180
-
-
Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick.
23
-
-
Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
2.5
-
-
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade, including cleaning
the surface of all dirt, scales, oil, grease and foreign material etc.complete.New work (Two or more coats)
1326
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.25 mm nominal dia Pipes
200
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.50 mm nominal dia Pipes
200
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.80 mm nominal dia Pipes
200
-
-
Providing and fixing G.I. pipes complete with G.I. fittings and clamps,i/c cutting and making good the walls etc.20 mm dia nominal bore
100
-
-
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.-75 mm diameter
15
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap
3
-
-
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern
3
-
-
Supply of 4C x 16 sqmm, XLPE insulated & PVC sheathed armoured aluminium conductor under ground cable of 1.1KV grade conforming to I.S : 7098 (Part-I ) with upto date ammendments as per approved list of AAI.
10500
-
-
Supply of 3.5C x 95 sqmm, XLPE insulated & PVC sheathed armoured aluminium conductor under ground cable of 1.1KV grade conforming to I.S : 7098 (Part-I ) with upto date ammendments as per approved list of AAI.
2700
-
-
Supply of 50mm dia 'B' class GI Pole of 4 Mtr (Vertical Height Excluding Arm) including, 15mm dia hole at suitable height for poer supply wires, 200X200X3mm thick MS Sheet welded in bottom side of pole complete as required as per site requirement.
132
-
-
Supply of cross arm of suitable shape/L shape of 50mm dia GI pipe not less than 1 mtr with required angle, including sockets, reducers, pipe threading/ welding, etc. complete as required as per site requirement for installation of LED fitting at the upper part of the pole complete etc as required.
132
-
-
Supply of high efficency and low power consumption LED luminaire giving minimum 110 lumens / watt and power not exceeding 36 Watt with power coated pressure die-cast aluminium housing with toughened glass /polycabonate cover and manufacturer name to be embossed on the luminaire having minimum IP 65 protection , weatherproof gasket and control gear compartments, integral electronic driver with THD 10%, PFequal to .95 or more,luminaire shall have a life class of not less than 50,000 burning hours @L70, CRI minimum 70 suitable for mounting on existing bracket arm of 50 mm outer dia. compatible for luminaire.
140
-
-
Supplying of following size DWC HDPE pipe along with all accessories like socket, bend, couplers, seal rings etc. conforming to IS 14930, Part II complete etc., complete as required.
a) 50 mm dia (OD-50 mm & ID-38 mm nominal)
8300
-
-
Supplying of following size DWC HDPE pipe along with all accessories like socket, bend, couplers, seal rings etc. conforming to IS 14930, Part II complete etc., complete as required.
b) 90 mm dia (OD-90 mm & ID-76 mm nominal)
2100
-
-
Supply of SMC box of size 225mm x 205 mmx 112 mm including providing and fixing 1 no. 10 amp SP MCB and 4 no. 25 sqmm terminal block connector, 6 sqmm Disconnected terminal block, 4 sqmm earth terminal block along with necessary connections etc as required.
140
-
-
Supply of 16 Mtr. High Mast pole with all accessories including but not restricted to the following (a) Mast shaft in two/three sections, HDGI suitable for wind velocity as per IS 875 Part 3 (b) Head frame, steel wire rope of min 6 mm dia, double drum winch (c) Galvanized Lantern Carriage for lowering & raising arrangement & suitable to install 12 nos luminaires in symmetrical arrangement, (d) Integral power tool installed inside base compartment for its operation. (e) supply of foundation bolts manufactured from special steel (EN-8 Gd) along wth nuts, washers, anchor plates and templates (f) Supply of single dome aviation obstruction lights with -2 nos. with LED lamps (g) Supply of contorl panel housing suitable control circuit for the operation of the mast, precision timer for automatic ON/OFF control and required controls for the power tool motor all as read. & as per the direction of Engineer-In-Charge.
1
-
-
Supply of 8 mtr. high hot dipped galvanised iron (HDGI) octagonal pole made of high tensile steel in single section, top dia of pole 70 mm, bottom dia of pole 130 mm, thickness of pole 3 mm, with 1mtr long hot dip galvanised double arm bracket made up of 42mm dia GI pipe suitable to mount on 70mm dia pole & Bakellite sheet with stud type connector & 6A SP MCB,500 mm long weatherproof reinforced door opening, base plate size 225 mm X 225 mm X 16 mm thick with M-20 X 4 nos of "J" foundation bolt of length 600 mm manufactured from special steel (EN-8 grade) with double nuts, washers all as reqd as per the direction of Engineer-In-Charge.
30
-
-
Supply of 8 mtr. high hot dipped galvanised iron (HDGI) octagonal pole made of high tensile steel in single section, top dia of pole 70 mm, bottom dia of pole 130 mm, thickness of pole 3 mm, with 1mtr long hot dip galvanised Single arm bracket made up of 42mm dia GI pipe suitable to mount on 70mm dia pole & Bakellite sheet with Stud Type connector & 6A SP MCB,500 mm long weatherproof reinforced door opening, base plate size 225 mm X 225 mm X 16 mm thick with M-20 X 4 nos of "J" foundation bolt of length 600 mm manufactured from special steel (EN-8 grade) with double nuts, washers all as reqd as per the direction of Engineer-In-Charge.
160
-
-
Supply of high efficency and low power consumption LED luminaire of 90 Watt suitable to operate 230V,50HZ,Single phase AC supply with power coated pressure die-cast aluminium housing with toughened glass /polycabonate cover having minimum IP 65 protection , weather proof gasket and control gear, giving minimum 110 lumens / watt and electronic driver with THD 10%, PF equal to .95 or more,suitable for mounting on existing bracket arm of 42 mm outer dia. compatible as required.
220
-
-
Supply of high efficency and low power consumption LED luminaire of 200 Watt suitable to operate 230V,50HZ,Single phase AC supply with power coated pressure die-cast aluminium housing with toughened glass /polycabonate cover having minimum IP 65 protection , weather proof gasket and control gear, giving minimum 110 lumens / watt and electronic driver with THD 10%, PF equal to .95 or more,suitable for mounting on existing bracket arm of 42 mm outer dia. compatible as required.
12
-
-
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade cable of up to 35 Sqmm size in the existing RCC/HUME/METAL/DWC HDPE pipe as required.
8300
-
-
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade Cable above 35 sq. mm and upto 95 sq. mm size in the existing RCC/ HUME/ METAL/DWC HDPE pipe as required
2100
-
-
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade cable of above 35 sq. mm and upto 95 sq. mm size in the existing masonry open duct as required.
823
-
-
Supplying and making indoor end termination with brass compression gland and aluminium lugs for 4 x 16sqmm of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required :
663
-
-
Supplying and making indoor end termination with brass compression gland and aluminium lugs for 3.5 x 95sqmm PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required :
10
-
-
Laying of 50 mm/90 mm dia DWC HDPE pipe 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.
10100
-
-
Erection of metallic pole of 4 Mtr length in cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling, suitable finishing on surface above the ground level, including painting and numberingetc. as required.
132
-
-
Supplying and embedding 2 Nos approx 1.5 Mtr length 40mm dia G.I. pipe (medium class) in each pole collar / foundation (during casting) for cable entry/exit from bottom to SMC Box including bending the pipe to the required shape complete as required.
132
-
-
Installation, testing and commissioning of LED fitting on existing 4 Mtr pole with 3 x 1.5 sqmm PVC insulated copper conductor cable from cable looping box to fitting etc as required.
132
-
-
Fixing of SMC box of size 225 mm x205 mmx 112 mm on existing tubular pole with suitable 2nos. clamps of 5mm thickness including nut, bolts, connections etc complete as required.
140
-
-
Supply, Installation, Testing & Commissioning of Feeder Pillar outdoor, cubicle type, made out of 2 mm thick CRCA sheet, totally enclosed, IP 55, floor mounting, dust and vermin proof, indoor compartmentalised, suitable for Operation on 3 Phase and neutral, 415 V, 50 Hz, AC system with busbars, internal wiring with suitable size wires / cables, interconnection, duly powder coated painting etc. including supply & installation of following switchgears, metering instruments and accessories in the Feeder Pillar and as per specifications. INCOMER :- (1) 1 Nos 63 Amp Four Pole MCCB (Ics value 25kA) with built in thermal based release unit with adjustable settings
BUSBARS:-
(1) 1 Set of 100 Amp TPN busbars of high conductivity electrolytic type aluminium alloy
INSTRUMENTS:- (1) 1 Set of phase indicating lamps, LED type, RYB and voltage selector switch (1Nos) Auto / Mannual selector switch.
(2) 1 Nos 50 Amp Analog Timer Switch FM/1 Quartz type QT (Daily) Rating - 16A, 220 Volt AC. ,
(3) 1 Nos 50 Amp 415 volt 3 phase contactor
OUTGOING:- (1) 2 Nos. 40 Amp Four Pole, C Series MCB (Ics value 10 kA)
1
-
-
Construction of shallow foundation with M20 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth including erection of the high mast with the help of suitable tools and plants, wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sq. mm, lugs, MCB and Installation of the mast feeder pillar with connection & wiring by grouting the stand in concrete etc. as required
1
-
-
Erection of metallic pole of 8 Mtr length(single arm & double arm) in cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling, suitable finishing on surface above the ground level, including painting and numberingetc. as required.
190
-
-
Installation, testing and commissioning of LED fitting on existing high mast & 8 Mtr pole with 3 core x 1.5 sqmm PVC insulated copper conductor cable from cable looping box to fitting etc as required.
232
-
-
Supply, Installation, Testing & Commissioning of Feeder Pillar outdoor, cubicle type of minimum IP 65 Lighting Distribution Panel (in accordance with IEC EN 61439 or EN 62208 ) with Routine test certificate and OEM manufacturing certificate, the high flexibility of the modular enclosure system made of hot pressed, fibre glass reinforced Polyester (GRP) suitable for outdoor installation in public areas in accordance with IEC EN 61439 –5.The cabinet should high impact against mechanical load, made of halogen free and termite resistance materials conform to RoHS Directive (EU) 2017/2102 and REACH Regulation (EC) no.1907/2006. The entire system should have hinged doors with an opening angle of 95° which can be simply removed without special tools. The locking should be three point locking system with swivel lock, prepared for standard profile semi cylinder locks. The colour code should be RAL 7032 and all metal parts used are made of non- corrosive material threaded inserts M10 moulded in the back panel enable the direct assembly of bus bars, mounting plates or frames and other accessories. INCOMER :- (1) 1 Nos 100 Amp Four Pole MCCB (Ics value 25kA) with built in thermal based release unit with adjustable setting. BUSBARS:-
(1) 1 Set of 100 Amp TPN busbars of high conductivity electrolytic type aluminium alloy INSTRUMENTS:- (1) 1 Set of phase indicating lamps, LED type, RYB and digital voltmeter (1Nos), Auto / Mannual selector switch-1nos.
(2) 1 Set Digital ammeter including 3nos of CTs (100/5A,CL-1,5VA)
(3) 1 Nos 50 Amp, Analog Timer Switch FM/1 Quartz type QT (Daily) Rating - 16A, 220 Volt AC. ,
OUTGOING:- (1) 3 Nos. 63 Amp Four Pole, C Series MCCB (Ics value 10 kA)
(2) 1 Nos. 32 Amp Four Pole, C Series MCB (Ics value 10 kA)
(3) 1 Nos 32 Amp 415 volt 3 phase contactor.
3
-
-
Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
16
-
-
Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.
136
-
-
Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required.
270
-
-
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