Police Housing Corporation Limited Tender
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Police Housing Corporation Limited - APSPHCL Tender
Building Construction
Opening Date3 Sep 2021
Closing Date21 Sep 2021
Tender Amount₹ 34,82,164
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 5,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
441764Bid Award Id
ViewTender No
A 87/2021-22Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
Civil work;FILLING WITH CARTED GRVEL IN LAYERS NOT EXCEEDING 15 CM THICK, CONSOLIDATING EACH DEPOSITED LAYER BY WATERING AND RAMMING INCLUDING COST AND CONVEYANCE OF WATER TO WORK SITE AND ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. IN TRENCHES, SIDES OF FOUNDATIONS AND BASEMENT. (APSS NO. 309 & 310)
100
-
35070
Civil work;MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM WITH A COMPRESIVE STRENGTH NOT LESS THAN 50 KG/SQM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR WALLS OF 225 MM THICK BELOW PLINTH LEVEL (APSS NO. 501&504).
15
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80385
Civil work;MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM WITH A COMPRESIVE STRENGTH NOT LESS THAN 50 KG/SQM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, (Excluding Seigniorage Charges), SCAFFOLDING AND CURING ETC., CPOMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK FOR GROUND FLOOR upto 3.66 m (APSS NO. 501&504).
27
-
156543.3
Civil work;MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM WITH A COMPRESIVE STRENGTH NOT LESS THAN 50 KG/SQM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, (Excluding Seigniorage Charges), SCAFFOLDING AND CURING ETC., CPOMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK FOR FIRST FLOOR (APSS NO. 501&504).
42
-
251874
Civil work;VIBRATED REINFORCED CEMENT CONCRETE M-20 DESIGN MIX CORRESPONDING TO TABLE 9 OF IS 456 USING GRADED 20MM SIZE (SS 5 ) HARD GRANITE MACHINE CRUSHED GRADED METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE AND COST OF (EXCLUDING SEIGNIORAGE CHARGES( AND ALL OPERATIONAL , INCIDENTAL AND ALL OTHER TAXES ON ALL MATERIALS AND ALL LABOUR CHARGES FOR STEEL CENTERING ,SHUTTERING AND SCAFFIOLDING WITH PROVIDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, WALLETS, FOOT PLATES, BRACKETS,, WALL PLATES AND STEEL CENTRING PLATES ETC., AS PER THE APPROVED SHUTTERING PLAN AND OTHER ACCESSORIES AS PER NORMS AND STABILITY CALCULATIONS USING STAGING CROSS MEMBERS ETC., MACHINE MIXING WITH WEIGH BATCHER, LAYING CONCRETE, VIBRATING, LIFT CHARGES ,CURING ETC.,COMPLETE FOR BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK, FOR FOOTINGS (APSS NO. 402 & 403 )
19.15
-
152688.69
Civil work;VIBRATED REINFORCED CEMENT CONCRETE M-20 DESIGN MIX CORRESPONDING TO TABLE 9 OF IS 456 USING GRADED 20MM SIZE (SS 5 ) HARD GRANITE MACHINE CRUSHED GRADED METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE AND COST OF (EXCLUDING SEIGNIORAGE CHARGES( AND ALL OPERATIONAL , INCIDENTAL AND ALL OTHER TAXES ON ALL MATERIALS AND ALL LABOUR CHARGES FOR STEEL CENTERING ,SHUTTERING AND SCAFFIOLDING WITH PROVIDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, WALLETS, FOOT PLATES, BRACKETS,, WALL PLATES AND STEEL CENTRING PLATES ETC., AS PER THE APPROVED SHUTTERING PLAN AND OTHER ACCESSORIES AS PER NORMS AND STABILITY CALCULATIONS USING STAGING CROSS MEMBERS ETC., MACHINE MIXING WITH WEIGH BATCHER, LAYING CONCRETE, VIBRATING, LIFT CHARGES ,CURING ETC.,COMPLETE FOR BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK, FOR PLINTH BEAMS(APSS NO. 402 & 403)
10
-
101645
Civil work;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-20 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LIFTING , LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) COLUMNS UP TO 3.66M LEVEL (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 350 Kgs FOR M-20 GRADE CONCRETE)
10
-
102778
Civil work;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-20 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LIFTING , LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR COLUMNS unsupported height from 3.66 mt to 8.00 m LEVEL (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 350 Kgs FOR M-20 GRADE CONCRETE)
6
-
71767.2
Civil work;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-20 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LIFTINGWINCH),LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR BEAMS upto 3.66M LEVEL. (at 2.60 m level) (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 350 Kgs FOR M-20 GRADE CONCRETE)
5.5
-
52896.8
Civil work;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-20 GRADECORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LIFTINGWINCH),LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR BEAMS upto 4.00 MT LEVEL (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 350 Kgs FOR M-20 GRADE CONCRETE)
5.5
-
56918.95
Civil work;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-20 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LIFTINGWINCH),LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR BEAM upto 8.00 m LEVEL (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 350 Kgs FOR M-20 GRADE CONCRETE)
5.5
-
77029.15
Civil work;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-20 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LIFTINGWINCH),LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR GRADE SLABS OF 125MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 350 Kgs FOR M-20 GRADE CONCRETE)
23.5
-
122923.8
Civil work;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-20 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LIFTINGWINCH),LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR GROUND FLOOR RAT PROOF SLABS 115MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 350 Kgs FOR M-20 GRADE CONCRETE)
5.5
-
52495.85
Civil work;VRCC M-20 GRAD DESIGN MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, (Excluding Seigniorage Charges), , ON ALL MATERIALS, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE AND PROVIDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4)PROP - GROUND FLOOR (APSS NO.403)
18
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16702.2
Civil work;PLAIN CEMENT CONCRETE (1:3:6) PROP. USING 20MM GRADED HARD GRANITE MACHINE CRUSHED METAL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, (Excluding Seigniorage Charges), CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, MACHINE MIXING, LAYING, CURING, FINISHING, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. BED BLOCKS IN GROUND FLOOR upto 3.66m (APSS NO: 402).
2.3
-
10836.22
Civil work;PLAIN CEMENT CONCRETE (1:3:6) PROP. USING 20MM GRADED HARD GRANITE MACHINE CRUSHED METAL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, (Excluding Seigniorage Charges), CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, MACHINE MIXING, LAYING, CURING, FINISHING, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. BED BLOCKS FIRST FLOOR (APSS NO: 402).
0.3
-
1434.33
Civil work;PLASTERING TO SUPERSTRUCTURE 12 MM THICK IN TWO COATS, WITH A BASE COAT OF 8 MM THICK IN CM (1:6) PROP. AND TOP COAT OF 4 MM THICK IN CM (1:4) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. BASEMENT(APSS NO: 901&904)
130
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32201
Civil work;PLASTERING TO SUPERSTRUCTURE 12 MM THICK IN TWO COATS, WITH A BASE COAT OF 8 MM THICK IN CM (1:6) PROP. AND TOP COAT OF 4 MM THICK IN CM (1:4) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. (Excluding Seigniorage Charges) GROUND FLOOR upto 3.66m (APSS NO: 901&904)
350
-
90160
Civil work;PLASTERING TO SUPERSTRUCTURE 12 MM THICK IN TWO COATS, WITH A BASE COAT OF 8 MM THICK IN CM (1:6) PROP. AND TOP COAT OF 4 MM THICK IN CM (1:4) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. (Excluding Seigniorage Charges) FIRST FLOOR (APSS NO: 901 & 904)
535
-
148890.5
Civil work;WHITE WASHING 3 COATS WITH WHITE CEMENT OF APPROVED QUALITY TO GIVE AN EVEN SHADE AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDERED MATERIALS INCLUDING COST OF ALL MATERIALS, LABOUR CHARGES AND INCIDENTAL SUCH AS SCAFFOLDING, LIFT CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR ALL FLOORS
391
-
18650.7
Civil work;PAINTING TO EXTERIOR FACES OF WALLS WITH EMULSION PAINT OF APPROVED MAKE (ACE FROM ASIAN PAINT) AND COLOUR 2 COATS BY DILUTING 1LIT OF EMULSION PAINT WITH A MAXIMUM 750 ML OF WATER WITHIN AN INTERVAL OF NOT LESS THAN 6 HOURS BETWEEN TWO COATS OVER 1 COAT OF ASIAN EXTERIOR WALL PRIMER BY DILUTING 1LIT. OF PRIMER WITH 1LIT. OF WATER (TOTAL 3 COATS) WITH SURFACE PREPARATION ETC., AS PER STANDARD SPECIFICATION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, BRUSHES, ALL INCIDENTAL, OPERATIONAL & LABOUR CHARGES, CURING, SCAFFOLDING ETC., COMPLETE FOR FINISHED ITEM OF WORK. ALL FLOORS (APSS NO:908)
460
-
81834
Civil work;PROVIDING "HYSD" STEEL BARS OF DIFFERENT DIAMETERS BELOW 36MM DIAMETER (Fe - 500 GRADE AS PER IS 1786 - 1979)FOR REINFORCEMENT INCLUDING CUTTING, BENDING TO REQUIRED SIZES AND SHAPES, PLACING THEM IN POSITION WITH COVER BLOCKS OF APPROVED SHAPE AND SIZE, TYING FIRMLY WITH M.S BINDING WIRE OF SWG, FORMING GRILLS FOR REINFORCEMENT WORKS AS PER APPROVED DESIGNS AND DRAWINGS TO BE SUPPLIED AT THE TIME OF EXECUTION OF WORK INCLUDING COST AND CONVEYANCE OF DEFORMED BARS, BINDING WIRE, COVER BLOCKS AND ALL WASTAGES SUCH AS OVER LAPS, COUPLINGS, WELDED JOINTS, CHAIRS, SPACE BARS ETC., AS DIRECTED BY THE ENGINEER-IN-CHARGE AND ALL OPERATIONAL, INCIDENTAL LABOUR CHARGES SUCH AS CUTTING, BENDING, PLACING IN POSITION, TYING ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR ALL LENGTHS AS PER DRAWINGS AND TECHNICAL SPECIFICATIONS FOR BARS BELOW 36MM DIA WHERE THEY ARE NOT WELDED.
9
-
668052
Civil work;PROVIDING ROOFING WITH 0.50 MM THICK GALVANIZED / PRE-PAINTED G.I PROFILED SHEETS FIXED TO THE PURLINS WITH 14 SIZE SELF DRILLING SCREWS WITH NEOPRENE WASHER. SIDE LAPS ARE STICHED WITH SELF TAPPING / DRILLING SCREWS. END LAPS ARE TO BE SEALED WITH 25 X 3 MM BUTYL TAPE. THE SHEETS ARE PROVIDED WITH ANTI CAPILLARY GROVE INCLUDING ALL INCIDENTAL & OPERATIONAL CHARGES COST AND CONVEYANCE OF ALL MATERIALS TO SITE ETC., COMPLETE FOR FINISHED ITEM OF WORK.
220
-
183920
Civil work;SUPPLY AND FIXING TRUSSESS MS TUBES LABOUR CHARGES FOR FABRICATING ALL HEAVY STEEL WORKS LIKE TRUSSES, INCLUDING COST OF WELDING RODS, POWER CHARGES, ETC INCLUDING LABOUR CHARGES FOR FIXING ERECTING IN POSITION AND FIXING BY USING CHAIN PULLEY BLOCKS, DEREK POLE ARRANGEMENTS AND CRANES ETC., COMPLETE IN POSITIONINCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR FABRICATION & FIXING AS DIRECTED BY THE ENGINEER-IN-CHARGE ETC., COMPLETE FOR FINISHED ITEM OF WORK. M.S ROOF TRUSSESS AT ALL FLOORS.
3000
-
351600
Civil work;PAINTING TO NEW IRON WORK TWO COATS WITH SYNTHETIC ENAMEL PAINT OF APPROVED BRAND AND SHADE OVER ONE COAT OF RED OXIDE PRIMER COAT (TOTAL 3 COATS) INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL INCIDENTAL, OPERATIONAL & LABOUR CHARGES FOR PREPARING AND CLEANING THE SURFACE OF DIRT WITH SOAP AND BRUSHES, INCLUDING PUTTY, ETC., COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO.1201, 1207, 1212).
110
-
17083
Civil work;SUPPLYING AND FIXING OF FIXED LOUVERED VENTILATORS MADE OF PRE - PAINTED STEEL (BASE STEEL AS PER IS 513 OF -0.58 MM THICK 'D" QUALITY, GALVANIZED AS PER IS 277 WITH ZINC OF 120 GSM) PRIMER COATED WITH EPOXY PRIMER OF 5-7 MICRONS THICK, FINISH PAINTED WITH A POLYESTER PAINT OF 12-16 MICRONS THICK AND BACK COATED WITH 5-7 MICRONS THICK ALKYD BACKER, THE SECTION FOR LOUVERED VENTILATORS SHOULD BE OF OF 33 X 56 MM BOX SECTION PANELED WITH 4 MM PINHEAD GLASS WITH ETHYL PROPYLENE DIAMINE MONOMER GASKET (EPDM) AND THE SECTIONS CUT TO LENGTH MITRE JOINED WITH CORNER BRACKET . CORNER BRACKETS MADE OF CRCA WITH ZINC PHOSPHATE. THE FRAMES TO BE FIXED TO THE CONCRETE /MASONRY WALL BY MEANS OF SELF EXPANDING SCREWS INCLUDING 10 MM SQUARE GUARD BARS WITH 6" PITCH COMPLETE FOR FINISHED ITEM OF WORK.VENTILATORS: FIXED LOUVERS 4'-0" X 2'-0" (1219.2 X 609.6 MM) (BOX SECTION) OUTER FRAME SECTION SIZE OF 33 X 56 MM MULLION SECTION SIZE OF 33 X 56 MM
5.95
-
28182.77
Civil work;SUPPLY & FIXING OF ROLLING SHUTTER MADE OF 80 X 1.25 MM MACHINE ROLLED CRCA LATHS, INTERLOCKED TOGETHER THROUGH THEIR ENTIRE LENGTH AND JOINTED TOGETHER AT THE ENDS BY ENDLOCKS, MOUNTED ON SPECIALLY DESIGNED PIPE SHAFT OF 50MM DIA NOMINAL BORE MS B CLASS PIPE WITH BRACKETS, PLATES, GUIDE CHANNELS, STOPPERS, BOTTOM LOCKING PLATES AND ARRANGEMENTS FOR INSIDE & OUTSIDE LOCKING WITH PUSH-PULL OPERATIONS INCLUDING COST OF HOOD COVER AND SPRINGS COMPLETE, PAINTED WITH ONE COAT OF APPROVED STEEL PRIMER, LOCKS, BALL BEARINGS, ALL ACCESSORIES ETC COMPLETE FOR FINISHED ITEM OF WORK AS PER SPECIAL SPN: 1108
33.36
-
117353.81
Civil work;PROVIDING AND FIXING OF OPENABLE WINDOWS MADE OF PREPAINTED STEEL (BASE STEEL AS PER IS 513 OF 0.58 MM THICK GALVANIZED AS PER IS 277 WITH ZINC OF 120 GSM), PRIMER COATED WITH EPOXY PRIMER OF 5-7 MICRONS THICK, FINISH PAINTED WITH A POLYESTER PAINT OF 12-16 MICRONS THICK AND BACK COATED WITH 5-7 MICRONS THICK ALKYD BACKER AND SECTION FOR OUTER FRAME OF 48 X 50 MM, CENTRE MULLION OF 48 X 50 MM, SECTION FOR SHUTTER OF 48 X 25 MM AND THE FIXED GLASS BEADING SECTION SHOULD BE 12 X 12 MM AND THE OUTER FRAME AND MULLIONS TO HAVE REBATE FOR GLAZED SHUTTER WITH A 20 MM PROVISION FOR GUARD BARS/GRILLS AND THE SECTIONS CUT TO LENGTH METRE JOINED WITH CORNER BRACKET, CENTRE MULLION FIXED WITH MULLION CAP, HANDLE, STAY, 2 NOS. OF STAINLESS STEEL HEAVY DUTY PIVOT HINGES PROVIDED PER SHUTTER AND WINDOWS FITTED WITH 5 MM THICK PLAIN FLOAT GLASS WITH RUBBER GASKETS INCLUDING FIXING THE FRAMES IN CONCRETE/MASONRY WALL BY MEANS OF SELF EXPANDING SCREWS, INCLUDING 10MM SQUARE GUARD BARS WITH 6? (152.4MM) PITCH ETC., COMPLETE FOR FINISHED ITEM OF WORK. CENTRE FIXED BOTH SIDE OPENABLE SHUTTER WINDOW 5?0?X4?0? (1524MM X1219.2MM). OUTER FRAME SECTION SIZE OF 48X50MM. SHUTTER FRAME SECTION SIZE OF 48 X 25 MM. MULLION SECTION SIZE OF 48X50MM. FIXED BEADING SECTION SIZE OF 12X12MM.
15
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81081
Civil work;GRONOLITHIC CONCRETE FLOORING 20 MM THICK WITH (1:1:2), USING 6MM TO 12 MM SIZE HARD GRANITE MACHINE CRUSHED METAL LAID OVER CC BED ALREADY LAID OR RCC ROOF SLAB, IN ALTERNATE PANELS OF SIZE NOT EXCEEDING 1.50 M X 1.50 M AND FINISHING THE TOP SURFACE TO REQUIRED SMOOTHNESS AND SLOPES AND THREAD LINING INCLUDING COST OF ALL MATERIALS LIKE CEMENT, METAL, SAND AND WATER ETC., COMPLETE, INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK,
220
-
65252
Civil work;Supply and Fixing of 25mm outer dia heavy (2.10mm thickness) grade with IS:9537 part 3 regid PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point including cost of suitable size of modular metal box of the same make of switch including all labour charges etc., complete (Makes: Sudhakar/VIP/GM
100
-
9350
Civil work;Supply and Fixing of 25mm outer dia heavy (2.20mm thickness) grade with IS:9537 part 3 regid PVC pipe (ISI mark) of makes concealed in wall with all required accessories including masonary work and labour charges etc., complete. (For circuit mains, power sockets and computer boards only) (Makes: Sudhakar/VIP/GM
100
-
8920
Civil work;Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant low smoke FRLS / HFFR PVC insulated 1100V grade as perIS:694/1990 specification flexible copper cable in existing pipe with 6A one way modular switch with 6 modular cover frame, 3 plate Ceiling rose including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non Residential Buildings. Wire Make: (Finolex/RR kabel/Havells) Ceiling rose: Anchor/ Gold Medal Olive /Million Zoom. Switches & Cover frame Make:Legrand Arteor/Carbtree Murano/GM-Zenova
29
-
15863
Civil work;Wiring with 2 of 14/0.3mm (1.0 Sq.mm)Fire Retardant low smoke FRLS / HFFR/ZHFR PVC insulated 1100V grade as perIS:694/1990 specification flexible copper cable in existing pipe with 6/10A one way modular switch control and 3/2 pin modular socket fixing on separate board with 3 module cover frame including all labour charges etc., complete. Wires Make:(Finolex/RR kabel/Havells) Switches & Cover frame Make: Legrand Arteor/Carbtree Murano/GM-Zenov.
5
-
2421.5
Civil work;Supply and fixing of 6/10A 3/2 pin modular plug socket with 6/10A one way modular switch control on a common switch board covered with 3 module cover frame including earth con and including wire leads, earth connections along with all labour charges etc., complete. Make: Legrand Arteor/Carbtree Murano/GM-Zenov.
5
-
1945
Civil work;Supply and Fixing of 16/20A 2 Modular 1 way Socket with shutter and 16A / 20A 1 Way Modular Switch duly recessed in wall with 4 Modular Box and 3 modular cover frame including earth connections and all labour charges etc., complete. Make: Legrand Arteor/Carbtree Murano/GM-Zenova
4
-
2624
Civil work;Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FRLS / HFFR/ZHFR P.V.C. insulated 1100V grade as perIS:694/1990 specification for insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete. [for Earth lead to circuit mains, power sockets]. Make: Finolex/RR kabel/Havells
200
-
4200
Civil work;Supply and run of 2 of 36 /0.3mm (2.5 Sq.mm) FRLS / HFFR/ZHFR P.V.C. insulated 1100V grade as perIS:694/1990 specification for insulated flexible copper cable in existing pipe for run of circuits, power plugs & computer boards including all labour charges etc., complete. Make:Finolex/RR kabel/Havells
100
-
7170
Civil work;Supply and run of 2 of 56/0.3mm (4 Sq.mm) FRLS / HFFR/ZHFR PVC insulated 1100V grade as perIS:694/1990 specification for copper cable in existing pipe for mains inlcuding all labour charges etc., complete.[from Distribution boards to A/C points and mains to LDB]. Make:Finolex/RR kabel/Havells
30
-
3267
Civil work;Supply and transportation of 18W, 1800 lumens, T8, 1200mm length LED patty type tube light, input voltage AC 220 - 260 Volts with PF>0.9, Surge protection: KV,THD<15%, with inbuilt driver and frosted cover CCT: 3000K - 5700K, minimum CRI>70, .etc., complete Makes: Phillips / GE / Crompton.
24
-
21120
Civil work;Fixing of 18W LED tube light luminaire on wall / Ceiling with all accessories including giving connections and all labour charges etc., complete.
24
-
3072
Civil work;Supply and fixing 4way TPN D.B with board with IP-43 protection suitable for three phase 40A FP MCB - 1 No for incomer, 10kA-6-32A SP MCBs - 12 Nos for outgoing. including internal connection and labour charges for surface / flush mounting etc., complete.(for DB) Make: Legrand(Ekinox 3) / Schneider-Acti9 / Seimens /L&T Newrang
1
-
8837
Civil work;Supply and transportation of 20W LED Street light Luminaire made of pressure diecast alluminium body with powder coated, having protective toughned glass, Supply Input voltage 120 - 270 V AC, P.F > 0.90, high power LED's having System efficacy > 110 lm/W and junction temprature < 70°C, with Ingrees protection IP66, Luminaire performance complies to IS 10322 (Part 5 / Sec-3), Driver surge protection 4KV, external Surge protection 10 KV with optics distribution , THD<10% at 110 Volts AC, driver efficiency >90%, CCT: 3000K - 5700K, minimum CRI>70, etc., complete MAKE : Philips (Green line) / GEVenture/ Crompton(Hawk) / Bajaj (Edge+)
5
-
10890
Civil work;Fixing of LED street light luminary with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.
5
-
2705
Civil work;Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters.
2
-
7550
Civil work;Supply and Run of No.8 SWG G.I wire including cost of all accessories and labour charges etc., complete.
30
-
540
Civil work;Supply of 10 Sqmm 4 Core XLPE insulated, 1100V grade armoured alluminium cable as per specification confirming to IS:7098 (Part - I) Makes: Torent / Universal / Unicab / Havells
30
-
4950
Civil work;Supply and making one end termination with heavy duty single compression brass gland as per BS 6121:2005 ,IP 66 complete, SIBG type, heavy duty Alluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated 10 Sqmm X4C XLPE aluminium conductor cable of 1100 volt grade as required of size.Makes:Dowels/Comet/SMI
4
-
374
Civil work;Earth work excavation of Trench in hard ground soil, laying of U.G cables upto 50 Sq,mm on sand cushion covering the cable with bricks and back filling of Trench duly providing route indicator embedded in C.C including cost and conveyance of materials and labour charges etc., complete.
20
-
4120
Civil work;Supply and errecting tripple pole nuetral sheet metal / iron clad switch approved make rewirable type 415/500V 32A with conduit entry errected on an angle iron frame covered with 3mm thick hylam sheet cover etc, complete including cost and conveyance of materials and labour chargers etc, complete. MAKE : Havells/Standard/HPL/Indo Asain
1
-
2965
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