Telangana State Police Housing Corporation Limited Tender

Construction of Granular sub-base by providing coarse graded material including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader 110HP or by approved means, on prepared surface mixing by mix in place method with Rotavator at OMC and compacting with vibratory roller 8-10t capacity to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 and as directed by the Engineer-in-charge.

Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadem specification including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with in base courses on well prepared su base and compacting with Vibratory roller 8-10t capacity to acheive the desired density etc., including lighting, barricading and maintenance of diversion etc., as per table 400.11 & 400.12 and technical specification clause 406 MORD/MORTH as directed by the Engineer-in-Charge for finished item of work

Providing and aplying Prime coat with bitumen emulsion (Slow setting SS1) on prepared surface of Granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg/sqm using emulsion pressure distributor for finished item of work as per MORD specification 502 and as directed by the Engineer - in charge. (for use of WMM &WBM)

Providing and applying tack coat with Bitumen Emulsion (RS-1) (Rapid Setting) using Emulsion distributor at the rate of 0.20 to 0.25kgs per sqm on the prepared bituminous surface cleaned with Hydraulic broom Technical Specification Clause 503 as directed by the Engineer-in-Charge for the finished item of work

Providing and laying 30 mm thick compacted Bituminous Concrete with 100-120 TPH Batch type hot mix plant using HBT crushed aggregates specification 507 of MoRT&H (5th revision),Producing an average Out put of 75 T/Hr using crushed aggregates of Grading – 2 of specification premixed with bitumen binder @ 5.4-5.6% of mix and filler, transporting the hot mix to work site, laying with full width Hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specification 507 (5th revision) complete for finished item of work in all respects as directed by Engineer-in-Charge

Construction of earthen shoulders with approved material obtained from borrow pits with a lead of 5KM and lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 5KM as per technical specification clause 303 MORD/305MORTH, by using machinery complete for finished item of work as directed by the Engineer-in-charge.

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, DEWATERING SITE CLEARANCE, CLEARING SHURBS, BRUSHWOOD, UNDER GROWTH AND SMALL TREES NOT EXCEEDING 300 MM GIRTH, MEASURED AT ONE METRE ABOVE GROUND ETC., COMPLETE FOR FINISHED ITEM OF WORK INCLUDING 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 - FOUNDATION OF BUILDING (APSS 308).

CEMENT CONCRETE (1:4:8) 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 ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK. FOUNDATION BED (APSS NO: 402).

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M25 CORRESPONDING TO IS 456 USING WEIGH BATCHER WITH 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 - 0.40 CUM) COARSE AGGREGATE (0.80 CUM), WATER ETC., TO SITE , INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE WITH MINIMUM CEMENT CONTENT OF 380 KGS PER CUM OF CONCRETE, INCLUDING CENTERING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES,ETC.,FOR UNSUPPORTED HEIGHT 3.66 M ,VIBRATING,CURING , LIFTING(MANUAL) ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK FOR SIDE WALLS 150MM THICK (APSS NO. 403)

SUPPLYING & LAYING OF PRECAST CC BLOCKS FOR KERBING MADE WITH RUBBERIZED MOULDS OF M30 GRADE DESIGN MIX WITH 320KG CEMENT /CUM OF CONCRETE 25MM TO 10MM NOMONAL SIZE (SS5) HARD GRANITE MACHINE CRUSHED METAL @ 0.80CUM/CUM OF CONCRETE AND SAND @ FOR CUM/CUM OF CONCRETE FOR RRC WORKS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, SAND, COURSE AGGREGRATE, WATER ETC., TO SITE AND LABOUR CHARGES FOR MIXING, LAYING CONCRETE, TAMPING, VIBRATING, LIFTING, CURING, FINISHING TOP SURFACE INCLUDING HIRE CHARGES OF MACHINERY AND VIBRATOR COMPLETE FOR FINISHED ITEM OF WORK, AND TRANSPORTATION OF PRECAST BLOCKS OF SIZE (0.30X0.10X0.60M) FROM CASTING SITE TO WORK SITE, EACH OF 0.60M LENGTH (CC BLOCK AS PER DESIGN & SPECIFICATION ETC., COMPLETE. BUT EXCLUDING SEIGNORAGE CHARGES AND GST ON ALL MATERIALS

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 sponze finishing, INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, LIFTING ( MANUAL) CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE.FOR FINISHED ITEM OF WORK. (APSS NO: 901&904)

PAINTING WITH Acrylic Emulsion paint Exterior grade silicon additives having (VOC 50 Gms/Lit) OF APPROVED MAKE AND COLOUR TO THE EXTERIOR FACES OF WALLS AS DIECTED 2COATS 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 1COAT 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, BRUSHES, LABOUR CHARGES, CURING, SCAFFOLDING AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC.,BUT EXCLUDING GST, COMPLETE FOR FINISHED ITEM OF WORK (APSS NO:908).