Police Housing Corporation Limited Tender
To know what Andhra Pradesh government has posted about any AP etender, Bidassist helps us to get a one-stop platform where a registered bidder can have access to the details on each and every eprocurement tender. There is no need to provide the details on the AP E-procurement website i.e. https://www.apeprocurement.gov.in as BidAssist helps us find the specific etender we're looking for. BidAassist has collated each and every Eproc Andhra Pradesh Tender on its website.
Police Housing Corporation Limited - APSPHCL Tender
Civil And Construction
Building Construction
Opening Date29 Sep 2022
Closing Date13 Oct 2022
Tender Amount₹ 2,79,78,598
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 11,800
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
548068Bid Award Id
ViewTender No
A91/2022-23Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
CIVL WORK;RE-FILLING WITH EXCAVATED EARTH 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 BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. IN TRENCHES, SIDES OF FOUNDATIONS AND BASEMENT. (APSS NO. 309 & 310)
200
-
6020
CIVL WORK;MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM AND 290 X 100 X 140 MM FOR MANUFACTURING OF FLYASH SOLID BLOCKS USING FLYASH OF 80 KGS, CEMENT OF 15 KGS. GYPSUM OF 5 KGS. AND STONE DUST INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SEINIORAGE CHARGES, SCAFFOLDING AND CURING ETC., CPOMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS FOR WALLS OF 335MM THICK FOR BASEMENT. (APSS NO. 501&504).
31.5
-
222106.5
CIVL 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. SUPERSTRUCTURE WALLS 225 MM THICK BASEMENT (APSS NO. 501&504).
2
-
14241
CIVL 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. SUPERSTRUCTURE WALLS 225 MM THICK GROUND FLOOR (APSS NO. 501&504).
71
-
538669.9
CIVL 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. SUPERSTRUCTURE WALLS 225 MM THICK FIRST FLOOR (APSS NO. 501&504).
71
-
568972.7
CIVL WORK;MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 110 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 ETC., COMPLETE FOR FINISHED ITEM OF WORKINCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK GROUND FLOOR (APSS NO. 501&504).
73
-
614565.1
CIVL WORK;MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 110 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 ETC., COMPLETE FOR FINISHED ITEM OF WORKINCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK FIRST FLOOR (APSS NO. 501&504).
72
-
652953.6
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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 FOOTINGS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
252
-
2380896
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25GRADE 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 PEDASTALS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
43
-
427028.7
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25GRADE 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 PLINTH BEAMS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
51
-
599658
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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 GROUND FLOOR COLUMNS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)
49
-
587078.8
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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 FIRST FLOOR COLUMNS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)
35
-
440748
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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 GROUND FLOOR BEAMS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
58
-
632559.6
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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 FIRST FLOOR BEAMS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
52
-
588645.2
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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, LIFTING(WINCH), 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 SLABS 200 MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
4.5
-
41096.7
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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, LIFTING(WINCH), 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 FIRST FLOOR SLABS 200 MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
4.5
-
42593.85
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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, LIFTING(WINCH), 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 SLABS 150MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
112
-
1104118.4
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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, LIFTING(WINCH), 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 FIRST FLOOR SLABS 150MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
80
-
817984
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADE CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE 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 INCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,COMPLETE AND PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK (APSS NO.403) FOR GROUND FLOOR LINTELS
2.5
-
29132.5
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADE CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE 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 INCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,COMPLETE AND PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK (APSS NO.403) FOR FIRST FLOOR LINTELS
2.5
-
30799
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADE CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE 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 INCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,COMPLETE AND PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK (APSS NO.402) FOR SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4) PROP GROUND FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 350 Kgs FOR M-20 GRADE CONCRETE)
30
-
31125
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADE CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE 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 INCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,COMPLETE AND PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK (APSS NO.402) FOR SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4) PROP FIRST FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 350 Kgs FOR M-20 GRADE CONCRETE)
30
-
32502
CIVL WORK;CEMENT CONCRETE (1:4:8) PROP. USING 40MM GRANITE METAL WITH CONCRETE MIXER INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, CENTERING Lifting ( Mannual) LAYING, ,CURING, FINISHING, INCLUDING seigniorage ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR DUMMY COLUMNS FOR FINISHED ITEM OF WORK.(APSS NO: 402). -FIRST FLOOR
2
-
11756
CIVL 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,CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, MACHINE MIXING, LAYING, CURING, FINISHING, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. BED BLOCKS IN GROUND FLOOR (APSS NO: 402).
1.05
-
5735.73
CIVL 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,CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, MACHINE MIXING, LAYING, CURING, FINISHING, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. BED BLOCKS IN FIRST FLOOR (APSS NO: 402).
1.05
-
5827.29
CIVL WORK;ORNAMENTAL PLASTERING TO CEILING 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:5) PROP. AND FINISH COAT OF 4MM THICK IN CM (1:3) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. GROUND FLOOR (APSS NO: 901 & 904)
703
-
299688.9
CIVL WORK;ORNAMENTAL PLASTERING TO CEILING 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:5) PROP. AND FINISH COAT OF 4MM THICK IN CM (1:3) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FIRST FLOOR (APSS NO: 901 & 904)
561
-
263726.1
CIVL 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 BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. BASEMENT (APSS NO: 901&904)
200
-
80020
CIVL 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 BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. GROUND FLOOR (APSS NO: 901&904)
2100
-
862260
CIVL 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 BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. FIRST FLOOR (APSS NO: 901&904)
1800
-
811080
CIVL WORK;FLOORING WITH NON-SKID CERAMIC FLOOR TILES OF SIZE 300 X 300 MM AND THICKNESS BETWEEN 7-8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR GROUND FLOOR TOILETS.
16.75
-
14696.45
CIVL WORK;FLOORING WITH NON-SKID CERAMIC FLOOR TILES OF SIZE 300 X 300 MM AND THICKNESS BETWEEN 7-8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR FIRST FLOOR TOILETS.
16.75
-
15359.75
CIVL WORK;FLOORING WITH DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 600 X 600 MM AND THICKNESS BETWEEN 8-10 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., COMPLETE, INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK-GROUND FLOOR
645
-
747297
CIVL WORK;FLOORING WITH DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 600 X 600 MM AND THICKNESS BETWEEN 8-10 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., COMPLETE, INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK-FIRST FLOOR
503
-
602694.6
CIVL WORK;PROVIDING SKIRTING TO INTERNAL WALLS / RISERS OF STEPS DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 600 X 600 MM AND THICKNESS BETWEEN 8-10 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS LENGTH EQUAL TO FLOORING STONES, SET OVER BASE COAT OF CM (1:5) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK GROUND FLOOR.
25.5
-
29727.9
CIVL WORK;PROVIDING SKIRTING TO INTERNAL WALLS / RISERS OF STEPS DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 600 X 600 MM AND THICKNESS BETWEEN 8-10 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS LENGTH EQUAL TO FLOORING STONES, SET OVER BASE COAT OF CM (1:5) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK FIRST FLOOR.
22.5
-
27121.5
CIVL WORK;PROVIDING DADOOING TO INTERNAL WALLS WITH GLAZED CERAMIC WALL TILES OF SIZE 200 X 300 MM / 245 MM X 325 MM AND THICKNESS 6 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CM (1:3) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK-GROUND FLOOR
89.1
-
49922.73
CIVL WORK;PROVIDING DADOOING TO INTERNAL WALLS WITH GLAZED CERAMIC WALL TILES OF SIZE 200 X 300 MM / 245 MM X 325 MM AND THICKNESS 6 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CM (1:3) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK-FIRST FLOOR
89.1
-
50813.73
CIVL WORK;FLOORING WITH PRECAST TERRAZZO CHEQUERED TILES CONFORMING TO IS: 13801 USING AGGREGATES, USING MARBLE AGGREGATES OF SIZE 10 MM, SAND, AMRBLE POWDER, WHITE CEMENT, PIGMENTS ETC., WITH TERRAZZO TOPING NOT LESS THAN 6 MM OF TILES OVERALL SIZE NOT LESS THAN 20 MM THICK OF ANY COLOURED SHADE AS DIECTED BY THE ENGINEER-IN-CHARGE, SET OVER BASE COAT OF CEMENT MORTAR (1:6) 12 MM THICK OVER ALREADY LAID CC BED OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED WITH NEAT CEMENT TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE INCLUDING COST OF ALL MATERIALS, SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR PORTICO
70.5
-
56139.15
CIVL WORK;TOILET DOOR OF SIZE 0.83X 2.10M (SINGLE SHUTTER): SUPPLY AND FIXING OF 35 MM THICK FLUSH DOOR SHUTTER, SOLID BOND WOOD BLOCK BOARD TYPE WITH TEAK PLY ON BOTH FACES INCLUDING SUPPLY, POSITIONING AND FIXING DOOR FRAME MADE WITH MEDIUM TEAK WOOD SCANTLINGS OF SIZE 100 MM X 75MM, INCLUDING 6 NOS. OF MS HOLD FASTS OF SIZE 300X40X5MM, 4 NOS. OF 125 MM BUTT HINGES, 2 NOS. 125 MM LONG DOOR HANDLES, 1 NO. ALDROP OF SIZE 250 MM LONG, 2 NOS. OF 200 MM LONG TOWER BOLTS INCLUDING PROVIDING KICK PLATE WITH 24 GAUGE ALUMUNIUM SHEET TO THE EXTERNAL FACE OF THE SHUTTER UPTO 0.23 MTS HEIGHT COVERING BOTTOM EDGE WITH BOLTS, NUTS, NF SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR MAKING THE FRAME AND SHUTTER AND FIXING ETC., INCLUDING MINOR EXTRA FIXTURES REQUIRED IF ANY AS DIRECTED BY THE ENGINEER-IN-CHRGE OF THE WORK COMPLETE FOR FINISHED ITEM OF WORK. (ALL FITTINGS AND FIXTURES SHOULD BE OF ALLUMINUM, ISI MARK, GOT APPROVED BY THE ENGINEER-IN-CHARGE) (APSSNO:1001&1002).
20.2
-
103254.32
CIVL WORK;DOOR OF SIZE 1.83X 2.13M (DOUBLE SHUTTERS) SUPPLY AND FIXING OF 35 MM THICK FLUSH DOOR SHUTTER, SOLID BOND WOOD BLOCK BOARD TYPE WITH TEAK VENEER ON ONE FACE AND COMMERCIAL PLY ON OTHER FACE INCLUDING SUPPLY, POSITIONING AND FIXING DOOR FRAME MADE WITH MEDIUM TEAK WOOD SCANTLINGS OF SIZE 150 MM X 100 MM, INCLUDING 6 NOS. OF MS HOLD FASTS OF SIZE 300X40X5 MM, 8 NOS. OF 125 MM BUTT HINGES, 2NO. HEAVY DUTY DOOR STOPERS, 2 NOS. 150 MM LONG DOOR HANDLES, 2 NO. ALDROP OF SIZE 300 MM LONG ,2 NOS. OF 250 MM LONG TOWER BOLTS AT TOP AND ONE NO OF 150MM TOWER BOLT AT BOTTOM WITH BOLTS, NUTS, NF SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR MAKING THE FRAME AND SHUTTER AND FIXING ETC., INCLUDING MINOR EXTRA FIXTURES REQUIRED IF ANY AS DIRECTED BY THE ENGINEER-IN-CHRGE OF THE WORK COMPLETE FOR FINISHED ITEM OF WORK. (ALL FITTINGS AND FIXTURES SHOULD BE OF ALLUMINUM, ISI MARK, GOT APPROVED BY THE ENGINEER-IN-CHARGE) (APSSNO:1001&1002).
7.8
-
50238.24
CIVL WORK;DOOR OF SIZE 1.22X 2.13M (DOUBLE SHUTTERS) SUPPLY AND FIXING OF 35 MM THICK FLUSH DOOR SHUTTER, SOLID BOND WOOD BLOCK BOARD TYPE WITH TEAK VENEER ON ONE FACE AND COMMERCIAL PLY ON OTHER FACE INCLUDING SUPPLY, POSITIONING AND FIXING DOOR FRAME MADE WITH MEDIUM TEAK WOOD SCANTLINGS OF SIZE 150 MM X 100 MM, INCLUDING 6 NOS. OF MS HOLD FASTS OF SIZE 300X40X5 MM, 8 NOS. OF 125 MM BUTT HINGES, 2NO. HEAVY DUTY DOOR STOPERS, 2 NOS. 150 MM LONG DOOR HANDLES, 2 NO. ALDROP OF SIZE 300 MM LONG ,2 NOS. OF 250 MM LONG TOWER BOLTS AT TOP AND ONE NO OF 150MM TOWER BOLT AT BOTTOM WITH BOLTS, NUTS, NF SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR MAKING THE FRAME AND SHUTTER AND FIXING ETC., INCLUDING MINOR EXTRA FIXTURES REQUIRED IF ANY AS DIRECTED BY THE ENGINEER-IN-CHRGE OF THE WORK COMPLETE FOR FINISHED ITEM OF WORK. (ALL FITTINGS AND FIXTURES SHOULD BE OF ALLUMINUM, ISI MARK, GOT APPROVED BY THE ENGINEER-IN-CHARGE) (APSSNO:1001&1002).
10.5
-
81054.75
CIVL WORK;INTERNAL DOOR OF SIZE 1.07X 2.13M (SINGLE SHUTTER): SUPPLY AND FIXING OF 35 MM THICK FLUSH DOOR SHUTTER, SOLID BOND WOOD BLOCK BOARD TYPE WITH TEAK PLY ON BOTH FACES INCLUDING SUPPLY, POSITIONING AND FIXING DOOR FRAME MADE WITH MEDIUM TEAK WOOD SCANTLINGS OF SIZE 100 MM X 75MM, INCLUDING 6 NOS. OF MS HOLD FASTS OF SIZE 300X40X5MM, 4 NOS. OF 125 MM BUTT HINGES, 1 NO. DOOR STOPER, 2 NOS. 150 MM LONG DOOR HANDLES, 1 NO. ALDROP OF SIZE 300 MM LONG, 2 NOS. OF 200 MM LONG TOWER BOLTS WITH BOLTS, NUTS, NF SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR MAKING THE FRAME AND SHUTTER AND FIXING ETC., INCLUDING MINOR EXTRA FIXTURES REQUIRED IF ANY AS DIRECTED BY THE ENGINEER-IN-CHRGE OF THE WORK COMPLETE FOR FINISHED ITEM OF WORK. (ALL FITTINGS AND FIXTURES SHOULD BE OF ALLUMINUM, ISI MARK, GOT APPROVED BY THE ENGINEER-IN-CHARGE) (APSSNO:1001&1002).
47
-
220462.9
CIVL WORK;PROVIDING AND FIXING FACTORY MADE UPVC WHITE COLOUR SLIDING GLAZED WINDOWUPTO 1.50 M IN HEIGHT DIMENSION ,THREE TRACK THREE PANELS SLIDING WINDOW WITH FLY PROOF SS WIRE MESH (TWO NOS. GLAZED & ONE NO. WIRE MESH PANELS) MADE OF (SMALL SERIES) FRAME 92 X 44 MM & SASH 32 X 60 MMBOTH HAVING WALL THICKNESS OF 1.9 ± 0.2 MM AND SINGLE GLAZINGBEAD OF APPROPRIATE DIMENSION (AREA OF WINDOW UPTO 1.75 SQM).COMPRISINGOF UPVC MULTI-CHAMBEREDFRAME WITH IN-BUILT ROLLER TRACK AND SASH EXTRUDED PROFILES DULY REINFORCEDWITH 1.60 ± 0.2 MM THICK GALVANIZED MILD STEEL SECTION MADE FROM ROLLFORMING PROCESS OF REQUIRED LENGTH (SHAPE & SIZE ACCORDING TO UPVC PROFILE), APPROPRIATE DIMENSION OF UPVC EXTRUDED GLAZING BEADS AND UPVC EXTRUDED INTERLOCKS, EPDM GASKET, WOOL PILE, ZINC ALLOY (WHITEPOWDER COATED) TOUCH LOCKS WITH HOOK, ZINC ALLOY BODY WITH SINGLE NYLONROLLERS (WEIGHT BEARING CAPACITY TO BE 40 KG), G.I FASTENERS 100 X 8 MMSIZE FOR FIXING FRAME TO FINISHED WALL AND NECESSARY STAINLESS STEEL SCREWSETC. PROFILE OF FRAME & SASH SHALL BE MITRED CUT AND FUSION WELDED AT ALLCORNERS, INCLUDING DRILLING OF HOLES FOR FIXING HARDWARE'S AND DRAINAGE OFWATER ETC. AFTER FIXING FRAME THE GAP BETWEEN FRAME AND ADJACENT INISHEDWALL SHALL BE FILLED WITH WEATHER PROOF SILICON SEALENT OVER BACKER ROD OFREQUIRED SIZE AND OF APPROVED QUALITY, ALL COMPLETE AS PER APPROVED DRAWING& DIRECTION OF ENGINEER-IN-CHARGE INCLUSIVE OF COST OF SINGLE / DOUBLE GLASS PANES, WIRE MESH AND SILICON SEALENT . NOTE: FOR UPVC FRAME AND SASH EXTRUDED PROFILES MINUS 5% TOLERANCEIN DIMENSION I.E. IN DEPTH & WIDTH OF PROFILE SHALL BE ACCEPTABLE.VARIATION IN PROFILE DIMENSION IN HIGHER SIDE SHALL BE ACCEPTED. BUT NO EXTRA PAYMENT ON THIS ACCOUNT SHALL BE MADE.
100
-
948420
CIVL WORK;PROVIDING AND FIXING FACTORY MADE UPVC WHITE COLOUR FIXED GLAZED WINDOWS / VENTILATORS COMPRISING OF UPVC MULTI CHAMBERED FRAME ANDMULLION (WHERE EVER REQUIRED) EXTRUDED PROFILES DULY REINFORCED WITH 1.60± 0.2 MM THICK GALVANIZED MILD STEEL SECTION MADE FROM ROLL FORMING PROCESS OF REQUIRED LENGTH (SHAPE & SIZE ACCORDING TO UPVCPROFILE),UPVC EXTRUDED GLAZING BEADS OF APPROPRIATE DIMENSION, EPDM GASKET,G.I FASTENERS 100 X 8 MM SIZE FOR FIXING FRAME TO FINISHED WALL, PLASTICPACKERS, PLASTIC CAPS AND NECESSARY STAINLESS STEEL SCREWS ETC. PROFILEOF FRAME SHALL BE MITRED CUT AND FUSION WELDED AT ALL CORNERS, MULLION (IFREQUIRED) SHALL BE ALSO FUSION WELDED INCLUDING DRILLING OF HOLES FOR FIXINGHARDWARE'S AND DRAINAGE OF WATER ETC. AFTERFIXING FRAME THE GAP BETWEENFRAME AND ADJACENT FINISHED WALL SHALL BE FILLED WITH WEATHER PROOF SILICONSEALANT OVER BACKER ROD OF REQUIRED SIZE AND OF APPROVED QUALITY, ALLCOMPLETE AS PER APPROVED DRAWING & DIRECTION OF ENGINEER-IN-CHARGE INCLUSIVE OF COST OF SINGLE / DOUBLE GLASS PANES AND SILICON SEALANT.FIXED WINDOWS / VENTILATORS MADE OF (SMALL SERIES) FRAME 47 X 50MM & MULLION 47 X 68 MM BOTH HAVING WALL THICKNESS OF 1.9 ±0.2 MM AND SINGLE GLAZING BEAD OF APPROPRIATE DIMENSION
3.24
-
22232.23
CIVL WORK;FIXED GLAZED WINDOW 1.22X 2.32M: SUPPLY AND FIXING GLAZED WINDOW WITH 100MMX45MMX1.58MM THICK POWDER COATED ALUMINIUM SECTION FOR VERTICAL, HORIZOBNTAL AND MIDDLE SECTIONS AS PER DRAWING WITH 10 MM TOUGHNED GLASS FITTED WITH SUITABLE POWER COATED GLAZING CLIPS, 40X40X3MM THICK 'L' ANGLE CLEAT FOR JOINERY CUT INTO 45 DEGREE & FIXED WITH SELF THREADED STAR SCREWS WITH ACCESSORIES. FRAME FIXED IN THE WALL WITH WOODEN RAWL PLUG, SCREWS & SMALL GAPS COVERED WITH SILICON, BIG GAPS WITH CEMENT OR PUTTY ETC., COMPLETE FOR FINISHED ITEM OF WORK.
6
-
97464
CIVL WORK;PROVIDING AND APPLYING SYNTHETIC PLASTER PUTTY OR EQUIVALENT PUTTY SUCH AS BIRLA WALL CARE PUTTY OF AVERAGE 1 TO 2 MM THICK OVER PLASTERED SURFACE TO PREPARE THE SURFACE EVEN AND SMOOTH AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDERED MATERIALS, APPLYING EMERY PAPER, SAND THE SURFACE, CLEAN & WIPE OFF LOOSE DUST, APPLYING, KNIFING PASTE FILLER BY PUTTY KNIFE / MUSLIN PAD, AIR DRY FOR 2-3 HRS., SAND WITH 180 AND 320 NO. EMERY PAPER FOR THE SURFACE PREPARATION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK - INTERNAL WALLS.
650
-
124215
CIVL WORK;PROVIDING AND APPLYING SYNTHETIC PLASTER PUTTY OR EQUIVALENT PUTTY SUCH AS BIRLA WALL CARE PUTTY OR TEXTURE PAINT OR EQUIVALENT SUCH AS NCL / SAICOAT TEXTURE PAINT OF AVERAGE 2 TO 3 MM THICK OVER PLASTERED SURFACE TO PREPARE THE SURFACE EVEN AND SMOOTH AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDERED MATERIALS, APPLYING EMERY PAPER, SAND THE SURFACE, CLEAN & WIPE OFF LOOSE DUST, APPLYING, PUTTY / TEXTURE PAINT FILLER BY PUTTY KNIFE / MUSLIN PAD, AIR DRY FOR 2-3 HRS., FOR THE SURFACE PREPARATION INCLUDING ACESS SCAFFOLDING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR EXTERNAL WALLS GROUND FLOOR.
177
-
64569.6
CIVL WORK;PROVIDING AND APPLYING SYNTHETIC PLASTER PUTTY OR EQUIVALENT PUTTY SUCH AS BIRLA WALL CARE PUTTY OR TEXTURE PAINT OR EQUIVALENT SUCH AS NCL / SAICOAT TEXTURE PAINT OF AVERAGE 2 TO 3 MM THICK OVER PLASTERED SURFACE TO PREPARE THE SURFACE EVEN AND SMOOTH AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDERED MATERIALS, APPLYING EMERY PAPER, SAND THE SURFACE, CLEAN & WIPE OFF LOOSE DUST, APPLYING, PUTTY / TEXTURE PAINT FILLER BY PUTTY KNIFE / MUSLIN PAD, AIR DRY FOR 2-3 HRS., FOR THE SURFACE PREPARATION INCLUDING ACESS SCAFFOLDING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR EXTERNAL WALLS FIRST FLOOR.
177
-
65277.6
CIVL WORK;PAINTING TO NEW WALLS WITH 2 COATS OF PLASTIC EMULSION PAINT OF APPROVED BRAND AND SHADE OVER A BASE COAT OF APPROPRIATE PRIMER OF APPROVED BRAND, MAKING 3 COATS IN ALL TO GIVE AN EVEN SHADE AFTER THOURUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDERED MATERIALS, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO WORK SITE AND ALL OPERATIONAL, INCIDENTAL, LABOUR CHARGES ETC. COMPLETE FOR FINISHED ITEM OF WORK AS PER SS 911 FOR INTERNAL WALLS ALL FLOORS
3902
-
575545
CIVL 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)
959
-
208007.1
CIVL WORK;PAINTING TO NEW WOOD WORK TWO COATS WITH SYNTHETIC ENAMEL PAINT OF APPROVED BRAND AND SHADE OVER ONE COAT OF WOOD 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).
222
-
43689.6
CIVL 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).
80
-
14784
CIVL 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.
76
-
7070052
CIVL WORK;SUPPLY AND FIXING GYP BOARD SUSPENDED REGULAR SINGLE LAYER FALSE CEILING (GS-MFSC-4.1 AS PER INDIA GYPSUM) USING 12.50 MM THICK GYP BOARD CONFORMING TO IS 2095-1982 FIXING TO GYP STEEL GI PERIMETER CHANNELS OF SIZE 20 X 27 X 30 MM (WEB) OF 0.55 MM THICK ALONG THE PERIMETER OF CEILING SCREW FIXED TO BRICK WORK / PARTITION AT 610 MM C/C AND SUSPENDING THE FRAME WORK USING INTERMEDIATE CHANNELS (45 X 15 X 15 X 0.90 MM) FROM SOFFIT AT 1220 MM C/C WITH CEILING ANGLE (25 X 10 X 0.55 MM) FIXED WITH GI CLEAT AND STEEL EXPANSION FASTENERS & CONNECTING CLIP TO THE CEILING CHANNELS (WITH KNURLED WEB OF 51.50 X 26 X 10.50 X 0.55 MM) FIXED IN DIECTION PERPENDICULAR TO THE INTERMEDIATE CHANNEL AT 457 MM C/C AND FIXING THE 12.50 MM DRYWALL SCEWS AT 230 MM C/C & JOINTING, FIXING USING JOINT COMPOUND AND PAPER TAPE TO HAVE A FLUSH LOOK INCLUDING FILLING THE TAPPERED & SQUARE EDGES WITH JOINTING COMPOUND, TWO COATS OF DRYWALL TOPCOAT COMPLETE FOR FINISHED ITEM OF WORK AS PER INDIA GYPSUM LTD., SPECIFICATION. FOR DSP/ANTI ROOM
200
-
215040
CIVL WORK;SUPPLY AND FIXING OF STAINLESS STEEL RAILING ,HAND RAILING , BALCONY RAILING USING STAINLESS STEEL TUBES, SECTIONS, PLATES, SHEETS, PIPES OF ALL SIZES & DIAMETERS OF 304 GRADE, INCLUDING FABRICATION AS PER APPROVED DESIGN USING STAINLESS STEEL WELDING RODS, BUFFING, POLISHING, LACQUER FINISHING, TO PRESENT SEAMLESS FINISH, ALL OTHER INCIDENTAL, OPERATIONAL CHRGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
450
-
279180
CIVL WORK;SUPPLYING AND FIXING MS GRILLS FOR WINDOWS/VENTILATORS OF ALL SIZES AS DIRECTED BY THE ENGINEER-IN- CHARGE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES FOR FABRICATION, FIXING ETC., COMPLETE FOR THE FINISHED ITEM OF WORK M.S.SQUARE BARS OF ALL SIZES
800
-
90320
CIVL WORK;SUPPLYING AND FIXING MS GRILLS FOR WINDOWS/VENTILATORS OF ALL SIZES AS DIRECTED BY THE ENGINEER-IN- CHARGE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES FOR FABRICATION, FIXING ETC., COMPLETE FOR THE FINISHED ITEM OF WORK M.S.FLATS
600
-
66060
CIVL WORK;SUPPLYING AND LAYING RAIN WATER DOWN TAKE PIPES WITH 110 MM DIA PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, WITH NECESSARY UPVC PIPE CLIPS @ 5' INTERVALS AND JOINTED WITH SOLVENT CEMENT INCLUDING CUTTING OF WALLS AND FLOORS AND MAKING THE SAME GOOD, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
50
-
13785
CIVL WORK;SUPPLY AND LAYING OF ASHIRVAD / AJAY / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENT OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRWAD FLOWGUARD SDR 13.5 PIPES ARE MADE FROM IDENTICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) - 15.90MM OD PIPES SDR 13.5
20
-
1298
CIVL WORK;SUPPLY AND LAYING OF ASHIRVAD / AJAY / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENT OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRWAD FLOWGUARD SDR 13.5 PIPES ARE MADE FROM IDENTICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) - 22.20 MM OD PIPES SDR 13.5
40
-
4136
CIVL WORK;SUPPLY AND LAYING OF ASHIRVAD / AJAY / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENT OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRWAD FLOWGUARD SDR 13.5 PIPES ARE MADE FROM IDENTICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) - 28.60 MM OD PIPES SDR 13.5
150
-
22440
CIVL WORK;SUPPLY AND LAYING OF ASHIRVAD / AJAY / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENT OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRWAD FLOWGUARD SDR 13.5 PIPES ARE MADE FROM IDENTICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) - 34.90 MM OD PIPES SDR 13.5
75
-
17655
CIVL WORK;Supplying & fixing 15 mm bib tap with flange Chromeum plated Jaquar make queen series , CHROME FINISH INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
8
-
14467.2
CIVL WORK;SUPPLYING AND FIXING CP SHORT BODY BIB COCK FANCY TYPE DELUXE HEAVY DUTY 12.70 MM DIA INDIAN MAKE SEIKO /SENIOR/NICE OR EQUIVALENT INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK
8
-
5121.6
CIVL WORK;SUPPLYING AND FIXING 12.70 MM DIA ANGLE STOP COCK (400 GRAMS)INDIAN MAKE, HEAVY DUTY OF APPROVED ISI BRAND INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
6
-
2989.8
CIVL WORK;SUPPLYING AND FIXING 76.2 MM (3") DIA UV RESISTANT UPVC SWR NAHANI TRAP WITH JALI OF APPROVED ISI BRAND INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
8
-
818.4
CIVL WORK;SUPPLYING AND LAYING 110 MM DIA SINGLE SOCKET PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, WITH NECESSARY UPVC PIPE CLIPS @ 5' INTERVALS AND JOINTED WITH SOLVENT CEMENT INCLUDING CUTTING OF WALLS AND FLOORS AND MAKING THE SAME GOOD, AND LABOUR CHARGES FOR LAYING, FIXING, AND COMMISSIONING THE PVC PIPES INCLUDING COUPLERS/ BENDS/TEES ETC., INCLUDING FIXING NECCESSARY FITTINGS LIKE BENDS PLUGS, COUPLERS, JUNCTIONS, TEES ETC., WITH SOLVENT JOINTING AS PER STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
75
-
20677.5
CIVL WORK;SUPPLYING, LAYING, JOINTING AND TESTING OF SINGLE SOCKET 110 MM DIA PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, AND LABOUR CHARGES FOR LAYING, FIXING, AND COMMISSIONING THE PVC PIPES INCLUDING COUPLERS/ BENDS/TEES ETC., INCLUDING FIXING NECCESSARY FITTINGS LIKE BENDS PLUGS, COUPLERS, JUNCTIONS, TEES ETC., WITH SOLVENT JOINTING AS PER STANDARDS INCLUDING EXCAVATION OF TRENCHES AND SOCKET PITS IN ANY SOIL (EXCEPT ROCK REQUIRING BLASTING) UP TO 0.91M DEPTH AND REFILLING WITH EXCAVATED SOILS, WATERING, TAMPING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
75
-
31027.5
CIVL WORK;SUPPLYING AND LAYING 75 MM DIA SINGLE SOCKET PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, WITH NECESSARY UPVC PIPE CLIPS @ 5' INTERVALS AND LABOUR CHARGES FOR LAYING, FIXING, AND COMMISSIONING THE PVC PIPES INCLUDING COUPLERS/ BENDS/TEES ETC., INCLUDING FIXING NECCESSARY FITTINGS LIKE BENDS, PLUGS, COUPLERS, JUNCTIONS, TEES ETC., WITH SOLVENT JOINTING AS PER STANDARDS INCLUDING CUTTING OF WALLS AND FLOORS AND MAKING THE SAME GOOD, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
75
-
14707.5
CIVL WORK;SUPPLYING AND FIXING OF 150MMX100MM SWG GULLY TRAP CONFIRMING TO ISI 651 & 4127 WITH CI GRATING AND CONSTRUCTION OF BRICK MASONRY INTERMEDIATE CHAMBER OF SIZE 20"X14"X12" IN CM (1:6) OVER CC (1:5:10) PROP. BED OF SIZE 20"X14"X4" AND PLASTERING WITH 12MM THICK IN CM (1:4) PROP. BOTH INSIDE AND OUTSIDE SURFACES AND FITTED WITH 9"X12" (230X305MM) RCC (1:2:4) 1 1/2" THICK COVER INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.
2
-
993.4
CIVL WORK;CONSTRUCTING 457.20 X 457.20 MM (1'-6" X 1'-6") BRICK MASONARY INSPECTION CHAMBER WITH CM (1:6) PROP. USING 2ND CLASS CLAY BRICKS OF 225MM THICK , AND FITTED WITH 457.2 X 457.2 MM (1'-6" X 1'-6") RCC COVER UP TO A DEPTH OF 914.4 MM (3'-0") AND LAYING CEMENT CONCRETE (1:4:8) 150 MM THICK USING 40 MM HBG METAL AND PCC (1:2:4) BENCHING AND CHANNEL 100 MM THICK AS PER STANDARD SPECIFICATION FOR FINISHED ITEM OF WORK.
4
-
12136.4
CIVL WORK;SUPPLYING AND FIXING INDIAN MAKE FLAT BACK WHITE GLAZED WASH HAND BASIN (HSW/PARRYWARE/NEYCER) IST QUALITY CONFIRMING TO IS: 2556-PART-4 :1972 OF SIZE 550 X 400MM SINGLE C.P. PILLAR COCK AS APPROVED BY EXECUTIVE ENGINEER WITH WASTE FITTINGS LIKE RUBBER PLUG, CHAIN, 32MM NOMINAL SIZE C.P. FITTING WITH PARALLEL PIPE THREAD CONFIRMING TO IS : 2963-1979 AND FITTED WITH 15MM NOMINAL BORE CHROMIUM PLATED PILLAR TAP OF 1ST QUALITY INDIAN MAKE 400GRAMS SEICO/SENIOR/NICE/ESSO OR EQUIVALENT COMPLETE WITH STANDARD CI BRACKETS, AND PAINTING TO ALL IRON FITTINGS WITH 2 COATS OF SYNTHETIC ENAMEL PAINT OF APPROVED COLOUR AND MAKE INCLUDING CUTTING THE WALLS WHEREVER NECESSARY AND MAKING THE SAME GOOD FOR FINISHED ITEM OF WORK. INCLUDING WOODEN BLOCK INCLUDING CUTTING THE WALLS WHEREVER NECESSARY AND MAKING THE SAME GOOD FOR FINISHED ITEM OF WORK (THE RATE IS EXCLUDING COST OF CP PILLAR COCK)
4
-
7638.4
CIVL WORK;SUPPLY AND FIXING IN POSITION EUROPEAN TYPE WATER CLOSET OF BEST INDIAN MAKE WHITE GLAZED WITH 100 MM 'P' TRAP, PLASTIC SEAT AND LID FOR EUROPEAN WATER CLOSET AND BUFFERS AS PER IS 2548-1963 AND PROVIDING PVC LOW LEVEL FLUSHING SYSTEM OF 8 LITRES CAPACITYOF PARRYWARE SLIMLINE (WHITE) WITH INTERNAL COMPONENTS AND SHORT BEND, 12.70 MM PVC CONNECTION WITH BRASS UNION NUTS C.P COATED, INCLUDING CUTTING THE WALLS AND FLOORS AND MAKING GOOD THE SAME, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE.
7
-
27874
CIVL WORK;SUPPLYING & FIXING WHITE GLAZED FLAT BACK HALF STALL URINALS 1ST QUALITY CONFORMING TO IS:2556-1995 WITH STANDARD C.P. SPREADER OF OVERALL SIZE 95 X 95 X 57 MM CONFORMING TO IS:2556-PART6, SEC-6-1974 FIXED WITH SCREWS COMPLETE INDIAN MAKE (HSW/PARRY/NEYCER) : 590 X 375 X 390 MMINCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
4
-
14709.2
CIVL WORK;SUPPLYING & FIXING INDIAN MAKE WHITE GLAZED VITREOUS CHINA PORCELAIN SINK CONFORMING TO IS:2556-PART-5-1994 ON CANTILEVER BRACKETS WITH WASTE FITTINGS LIKE RUBBER PLUG, CHAIN,32 MM NOMINAL SIZE C.P. FITTING WITH PARALLEL PIPE THREAD CONFORMING TO IS:2963-1979 : 750 X 450 X 250MM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC.,COMPLETE FOR FINISHED ITEM OF WORK.
16
-
94529.6
CIVL WORK;SUPPLYING AND FIXING 19.04 MM DIA, 609.60 MM LONG C.P TOWEL ROD WITH BRACKETS AND SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.
2
-
831.6
CIVL WORK;SUPPLYING AND FIXING NP SOAP DISH HEAVY TYPE WITH NP SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC.,COMPLETE FOR FINISHED ITEM OF WORK.
10
-
2541
CIVL WORK;SUPPLYING AND FIXING 19.04 MM DIA, 609.60 MM LONG ALUMINUM ANODISED TOWEL ROD WITH BRACKETS AND SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.
10
-
1584
CIVL WORK;SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR PLAIN BEND 87.5 DEGREES AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
-
1016.4
CIVL WORK;SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR PLAIN BEND 87.5 DEGREES AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
-
607.2
CIVL WORK;SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR DOOR BEND 87.5 DEGREES AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
8
-
545.6
CIVL WORK;SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR DOOR BEND 87.5 DEGREES AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
-
1320
CIVL WORK;SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR SINGLE 'T' WITH DOOR AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
5
-
660
CIVL WORK;SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR SINGLE 'T' WITH DOOR AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
5
-
368.5
CIVL WORK;SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR SINGLE 'Y' WITH DOOR AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
5
-
874.5
CIVL WORK;SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR SINGLE 'Y' WITH DOOR AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
6
-
574.2
CIVL WORK;SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR COWL AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
6
-
118.8
CIVL WORK;SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR COWL AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
2
-
28.6
CIVL WORK;SUPPLYING AND FIXING BEST INDIAN MAKE 609.6X457.2mm T.V SHAPE MIRROR WITH PLASTIC FRAME MIRROR INCLUDING WOODEN BLOCKS, SCREWS ETC., INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.
6
-
3313.2
CIVL WORK;SUPPLYING AND FIXING 32 MM DIA PPR BALL VALVE CONFIRMING TO DIN STANDARDS 8077/8092, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
3
-
749.1
CIVL WORK;SUPPLYING AND FIXING 25MM DIA PPR BALL VALVE CONFIRMING TO DIN STANDARDS 8077/8092, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
3
-
709.5
CIVL WORK;BOXING OF NAHANI TRAPS IN RCC FLOORS, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC.,COMPLETE FOR FINISHED ITEM OF WORK.
6
-
1174.8
CIVL WORK;SUPPLY AND LAYING OF ASHIRVAD / AJAY / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENT OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRWAD FLOWGUARD SDR 13.5 PIPES ARE MADE FROM IDENTICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) - 28.60 MM OD PIPES SDR 13.5
60
-
8976
CIVL WORK;SUPPLY AND LAYING OF ASHIRVAD / AJAY / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENT OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRWAD FLOWGUARD SDR 13.5 PIPES ARE MADE FROM IDENTICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) - 41.30 MM OD PIPES SDR 13.5
60
-
19470
CIVL WORK;SUPPLYING AND FIXING 40MM NB SIZE GM GATE(PEET) VALVE AS PER IS - 778, CLASS-I, INDIAN MAKE HEAVY TYPE, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
2
-
5255.8
CIVL WORK;SUPPLYING AND FIXING 25MM NB SIZE GM GATE(PEET) VALVE AS PER IS - 778, CLASS-I, INDIAN MAKE HEAVY TYPE, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
2
-
2563
CIVL WORK;PROVIDING AND PLACING ON TERRACE POLYTHELENE WATER STORAGE TANKS (AT ALL FLOOR LEVELS) DOUBLE LAYER APPROVED BRAND AND MNUFACTURE WITH COVER AND SUITABLE LOCKING ARRANGEMENTS MAKING NECESSARY HOLES FOR INLET & OUTLETS AND OVERFLOW PIPES BUT WITHOUT FITTINGS & BASE SUPPORT FOR TANKS, MAKING GOOD THE SAME TO ENSURE LEAK PROOF WITH AN APPROPRIATE MASONARY PLATFORM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC.,COMPLETE FOR FINISHED ITEM OF WORK AS DIRECTED BY THE ENGINEER -IN- CHARGE.
4000
-
37600
CIVL WORK;SUPPLYING, LAYING, JOINTING AND TESTING OF SINGLE SOCKET 110 MM DIA PVC / SWR PIPES OF APPROVED MAKE OF 4Kg/cm2 CONFIRMING TO IS:13592-1992, AND LABOUR CHARGES FOR LAYING, FIXING, AND COMMISSIONING THE PVC PIPES INCLUDING COUPLERS/ BENDS/TEES ETC., INCLUDING FIXING NECCESSARY FITTINGS LIKE BENDS PLUGS, COUPLERS, JUNCTIONS, TEES ETC., WITH SOLVENT JOINTING AS PER STANDARDS INCLUDING EXCAVATION OF TRENCHES AND SOCKET PITS IN ANY SOIL (EXCEPT ROCK REQUIRING BLASTING) UP TO 0.91M DEPTH AND REFILLING WITH EXCAVATED SOILS, WATERING, TAMPING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
20
-
8274
CIVL WORK;CONSTRUCTING 457.2 X 457.2 MM (1'-6" X 1'-6") BRICK MASONARY INSPECTION CHAMBER WITH CM (1:6) PROP. USING 2ND CLASS CLAY BRICKS OF 225MM THICK , AND FITTED WITH 457.2 X 457.2 MM (1'-6" X 1'-6") RCC COVER UP TO A DEPTH OF 914.4 MM (3'-0") AND LAYING CEMENT CONCRETE (1:4:8) 150 MM THICK USING 40 MM HBG METAL AND PCC (1:2:4) BENCHING AND CHANNEL 100 MM THICK AS PER STANDARD SPECIFICATION FOR FINISHED ITEM OF WORK.
12
-
36409.2
CIVL WORK;EARTH WORK EXCAVATION FOR FOUNDATIONS AND DEPOSITING ON BANK, FOR ALL LIFTS AND WITH AN INITIAL LEAD OF 10M INCLUDING ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES SUCH AS SHORING, SHEETING, PLANKING, STRUTTING, ETC. COMPLETE FOR FINISHED ITEM OF WORK EXCLUDING DEWATERING CHARGES ETC AS PER SS - 20 B FOR STIFF BLOCK COTTON SOIL , HARD RED EARTH, MURRAM, ORDINARY GRAVEL - MANUAL MEANS UP TO 3M DEPTH - OPEN EXCAVATION FOR SEPTIC TANK (APSS 308).
20
-
4204
CIVL WORK;CEMENT CONCRETE (1:5:10) PROP. USING 40MM HARD GRANITE MACHINE CRUSHED METAL WITH MACHINE MIXING UP TO PLINTH LEVEL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LAYING, CURING, FINISHING, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOUNDATION BED AND UNDER STONE SLAB FLOORING. (APSS NO: 402).
2.5
-
10361
CIVL WORK;RE-FILLING WITH EXCAVATED EARTH 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 BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. IN TRENCHES, SIDES OF FOUNDATIONS AND BASEMENT. (APSS NO. 309 & 310)
15
-
451.5
CIVL WORK;MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM AND 290 X 100 X 140 MM FOR MANUFACTURING OF FLYASH SOLID BLOCKS USING FLYASH OF 80 KGS, CEMENT OF 15 KGS. GYPSUM OF 5 KGS. AND STONE DUST INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SEINIORAGE CHARGES, SCAFFOLDING AND CURING ETC., CPOMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS FOR WALLS OF 335MM THICK FOR BASEMENT. (APSS NO. 501&504).
15
-
105765
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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 BAFFEL WALL BEAMS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
0.2
-
2181.24
CIVL WORK;MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 110 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 ETC., COMPLETE FOR FINISHED ITEM OF WORKINCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK. BAFFEL WALL (APSS NO. 501&504).
0.5
-
3684.65
CIVL 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. VENT PIPE (APSS NO. 501&504).
1
-
7120.5
CIVL WORK;PROVIDING IMPERVIOUS COAT TO EXPOSED RCC ROOF SLAB SURFACE IN CM(1:3), 20MM THICK WITH 1KG OF WATER PROOF COMPOUND PER BAG OF CEMENT LAID OVER ROOF WHEN IT IS GREEN, INCLUDING COST OF ALL MATERIALS, COST & CONVEYANCE OF ALL MATERIALS, INCIDENTAL, OERATIONAL AND LABOUR CHARGES FOR MIXING MORTAR, LAYING, RENDERING SMOOTH AND THREAD LINING, CURING, ROUNDING OFF JUNCTIONS OF WALL AND SLAB BUT EXCLUDING SEIGNIORAGE CHARGES ETC,, COMPLETE FOR FINISHED ITEM OF WORK. GROUND FLOOR FOR TOILETS (APSS.NO: 901&903)
50
-
17725
CIVL 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.
0.5
-
46513.5
CIVL WORK;SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 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, LIFTING(WINCH), 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 SLABS 125 MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
2
-
21148
CIVL 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 BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. FOR SEPTIC TANK (APSS NO: 901&904)
40
-
16004
CIVL WORK;SUPPLYING AND LAYING 110 MM DIA SINGLE SOCKET PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, WITH NECESSARY UPVC PIPE CLIPS @ 5' INTERVALS AND JOINTED WITH SOLVENT CEMENT INCLUDING CUTTING OF WALLS AND FLOORS AND MAKING THE SAME GOOD, AND LABOUR CHARGES FOR LAYING, FIXING, AND COMMISSIONING THE PVC PIPES INCLUDING COUPLERS/ BENDS/TEES ETC., INCLUDING FIXING NECCESSARY FITTINGS LIKE BENDS PLUGS, COUPLERS, JUNCTIONS, TEES ETC., WITH SOLVENT JOINTING AS PER STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
20
-
2980
CIVL WORK;SUPPLYING AND LAYING 110 MM DIA SINGLE SOCKET PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, WITH NECESSARY UPVC PIPE CLIPS @ 5' INTERVALS . INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
3
-
827.1
CIVL WORK;SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR COWL AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
2
-
39.6
CIVL WORK;SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR SINGLE 'T' WITH DOOR AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
2
-
264
CIVL 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
500
-
58850
CIVL 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
500
-
95500
CIVL WORK;Supply and Fixing of 25mm outer dia heavy (2.20mm thickness) grade with IS:9537 part 3 regid PVC pipe (ISI mark) of concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. (Makes: Sudhakar/VIP/GM
1400
-
130900
CIVL WORK;Supply and Fixing of 25mm outer dia (2.20 mm thickness) heavy grade with IS:9537 part 3 FRLS regid undeneath P.V.C. pipe (ISI MARK) with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete. .(Makes: ISI Mark Sudhakar /VIP/GM)
1400
-
124600
CIVL 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
259
-
173012
CIVL WORK;Wiring with 2 runs 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 6A two way modular switch with 6 modular cover frame, 3 plate Ceiling rose including all labour charges etc., complete for staircase light points in Non Residential Buildings. Wires Wire Make: (Finolex/RR kabel/Havells) Ceiling rose: Anchor/ Gold Medal Olive /Million Zoom. Switches & Cover frame Make:Legrand Arteor/Carbtree Murano/GM-Zenova
2
-
2004
CIVL 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.
2
-
1137
CIVL 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.
50
-
21900
CIVL WORK;Supply and fixing of 16/20A 1 way modular switch-1 no with 20A modular socket -1no and 6/10AA 3/2 pin modular plug socket - 1 no with 6A 1 way modular switch - 1 no duly providing on ready made Reagent Rack of Modular Table with 6module cover frame including earth connections and all labour charges etc., complete.(For UPS Power supply) Make: Legrand Arteor/Carbtree Murano/GM-Zenova
94
-
90240
CIVL WORK;Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 7W LED, 490Lumens bulb (for new installation). Holder Make: Anchor / Gold Medal Olive / Million Zoom LAMP Make:Phillips / OSRAM / GE / Crompton.
10
-
2140
CIVL 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
2000
-
52000
CIVL WORK;Supply and run of 3 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
1000
-
137900
CIVL WORK;Supply and run of 3 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.[for UPS points comb of 16A and 6A sockets etc.,].(Raw & UPS for both 2Nos 16A and 6A +16A plug and sockets) Make:Finolex/RR kabel/Havells
1000
-
209700
CIVL WORK;Supply and run of 3 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
200
-
41940
CIVL WORK;Supply and run of 5 of 84/0.3mm (6.0 Sq.mm) FRLS / HFFR PVC insulated 1100V grade as perIS:694/1990 specification for copper cable in existing pipe for mains inlcuding all labour charges etc., complete.Make: Finolex/RR Kabels/Havells
150
-
73755
CIVL WORK;Supply and run of 5 of 140/0.3mm (10.0 Sq.mm) FRLS / HFFR PVC insulated 1100V grade as perIS:694/1990 specification for copper cable in existing pipe for mains inlcuding all labour charges etc., complete.Make: Finolex/RR Kabels/Havells
100
-
71475
CIVL WORK;Supply and fixing Distribution board with 32A single phase plug and Socket, in sheet steel enclosure with 32A SP MCB including internal connection and labour charges for surface / flush mounting etc., complete. Makes: L & T / Havells/ Indo Asain.
6
-
12834
CIVL WORK;Providing independent earthing for Sophisticated Electronic equipment with 600mm x 600mm x 3.15mm thick copper plate rigidly fixed to 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. length connected with reducer providing G.I funnel with wiremesh as per National Electric Code including C.C.Chamber of size 400m x 400m x 400mm covered with R.C.C. Slab filling with salt and charcoal giving earth connection from electrode G.I strip of 25mm x 6mm x 200mm length with all accessories and labour charges complete as per IS specification 732/1982 (Part II).
2
-
36808
CIVL WORK;Supply and Run of 25mm x 3mm copper strip including cost of all accessories and labour charges etc., complete.
50
-
28850
CIVL WORK;Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in C.C.Chamber of 400m x 400m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with salt and charcoal from the bottom of the pipe giving earth connection from electrode through G.I strip of 25 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II)
2
-
23828
CIVL WORK;Supply and Run of 25mm x 6mm G.I strip including cost of all accessories and labour charges etc., complete.
50
-
6800
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements