Police Housing Corporation Limited Tender
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Police Housing Corporation Limited - APSPHCL Tender
Opening Date20 Dec 2021
Closing Date12 Jan 2022
Tender Amount₹ 11,07,315 This is an estimated amount, exact amount may vary.
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
464176Bid Award Id
ViewTender No
NIT No: 50/TS/EE-G/PHC/VSP/2021-22 Dated: 17.12.2021Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
Construction of Compound Wall for Constituency Level Integrated Agri Lab Building at Sarika of Vizia;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 COMPOUND WALL (APSS NO. 501&504).
23
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148780.1
Construction of Compound Wall for Constituency Level Integrated Agri Lab Building at Sarika of Vizia;MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 100 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 100 MM THICK FOR COMPOUND WALL (APSS NO. 501&504).
13
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96298.8
Construction of Compound Wall for Constituency Level Integrated Agri Lab Building at Sarika of Vizia;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)
12
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94320
Construction of Compound Wall for Constituency Level Integrated Agri Lab Building at Sarika of Vizia;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 BEAM(APSS NO.402 & 403)
8
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81976
Construction of Compound Wall for Constituency Level Integrated Agri Lab Building at Sarika of Vizia;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 COLUMNS (APSS NO. 402 & 403)
12
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128654.4
Construction of Compound Wall for Constituency Level Integrated Agri Lab Building at Sarika of Vizia;PLASTERING TO SUPERSTRUCTURE 12 MM THICK SINGLE COAT IN CM (1:5) 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 ETC., COMPLETE.FOR FINISHED ITEM OF WORK. (Excluding Seigniorage Charges)GROUND FLOOR (APSS NO: 901&904)
600
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167700
Construction of Compound Wall for Constituency Level Integrated Agri Lab Building at Sarika of Vizia;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)
600
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131760
Construction of Compound Wall for Constituency Level Integrated Agri Lab Building at Sarika of Vizia;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.
2.5
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180980.25
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