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Daily Maintenance Of Existing Drainage Line In Ward No. 04 Zone No. 04 D, aurangabad-Maharashtra

Aurangabad Municipal Corporation has published Daily Maintenance Of Existing Drainage Line In Ward No. 04 Zone No. 04 D. Submission Date for this Tender is 24-08-2022. Drainage Tenders in aurangabad Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

33467320
Daily Maintenance Of Existing Drainage Line In Ward No. 04 Zone No. 04 D
Open Tender
Indian
Maharashtra
aurangabad
24-08-2022

Tender Details

Daily Maintenance Of Existing Drainage Line In Ward No. 04 Zone No. 04 D

Key Value

Document Fees
INR 600 /-
EMD
INR 4300.0 /-
Tender Value
INR 4.23 Lakhs /-

BOQ Items

Name of Work: DAILYMAINTENANCE OF EXISTING DRAINAGE LINE IN WARD NO. 04 ZONE NO. 04
Sl. No. Item Description
1EXCAVATION FOR FOUNDATION / PIPE TRENCHES IN EARTH, SOILS OF ALL TYPES, SAND, GRAVEL AND SOFT MURUM,INCLUDING REMOVING THE EXCAVATED MATERIAL UPTO A DISTANCE OF 50 METRES AND LIFTS AS BELOW, STACKING ANC SPREADING AS DIRECTED, MANUAL DEWATERING, PREPARING THE BED FOR FOUNDATION AND EXCLUDING BACKFILLING, ETC. COMPLETE. (BD-A-1/259) LIFT 0 TO 1.5 M AS PER MJP DSR 2021-22 IT.NO.01/PG.NO.42
2EXCAVATION FOR FOUNDATION / PIPE TRENCHES IN HARD ROCK AND CONCRETE ROAD BY CHISELLING, WEDGING, LINE DRILLING, BY MECHANICAL MEANS OR BY ALL MEANS OTHER THAN BLASTING INCLUDING TRIMMING AND LEVELLING THE BED, REMOVING THE EXCAVATED MATERIAL UPTO A DISTANCE OF 50 METRES BEYOND THE AREA AND LIFTS AS BELOW, STACKING AS DIRECTED BY ENGINEER-IN-CHARGE, NORMAL DEWATERING, EXCLUDING BACKFILLING, ETC. COMPLETE BY ALL MEANS. (BD-A-1/259) LIFT 0 TO 1.50 M AS PER MJP DSR 2021-22 IT.NO.07/PG.NO.43
3REMOVING EXISTING PIPE LINE OF THE FOLLOWING PIPE SIZE STONE WARE PIPES /R.C.C. PIPES EXCLUDING COST OF NECESSARY EXCAVATION AND REFILLING OF THE TRENCHES, BREAKING THE JOINTS, LIFTING THE PIPES AND STACKING TO THE PLACE AS DIRECTED BY THE ENGINEER - IN - CHARGE WITH ALL LEADS AND LIFTS INCLUDING CLEANING THE SURFACES ETC. COMPLETE (150MM DIA. SWG) AS PER RATE ANALYSIS
4PROVIDING AND LAYING FOR 225MM DIA. SALT GLAZED S.W. PIPE INCLUDING FITTING SUCH AS BENDS, TEES, SINGLE JUNCTION, DOUBLE JUNCTIONS LAYING, JOINTING (INCLUDING EXCAVATION AND REFILLING THE TRENCHES) COMPLETEAS PER PWD SSR 2021-22 IT.NO.42.05/PG.NO.200
5DESILTING THE SUPPLY WELL, INTAKE WELL/ HEAD WORKS, SUMP OF WATER SUPPLY/SEWERAGE WORKS ETC.IN WET OR DRY CONDITION INCLUDING LIFTS UP TO 9M AND LEAD UP TO 150M AS REQUIRED BEYOND THE WORK SITE, STACKING, SPREADING, INCLUDING NECESSARY GUARDING,ETC. COMPLETE, AS DIRECTED BY ENGINEER-IN-CHARGE. AS PER MJP DSR 2021-22 IT.NO.13/PG.NO.45
6MANUALY CLEARING THE CHOCKES/ RODDING FROM UNDER GROUND DRAINAGE LINE INCLUDING INSPECTION CHAMBERS WITH THE HELP OF REQUIRED TOOLS FOR PROPRE FUNCTIONING LINE CHAMBER TO CHAMBER ETC. COMPLETE. AS PER PWD SSR 2021-22 IT.NO.46.54/PG.NO.218
7REPAIRING AND RECONSTRUCTING/RAISINGB.B. MASONRY CIRCULAR MANHOLE OF 0.90M DIA. AT BOTTOM WITH CONICAL SHAPE EXCLUDING EXCAVATION, BRICK MASONRY IN CM 1:4 PROPORTION 23 CM THICK, PLASTERING WITH SMOOTH FINISH IN CM 1:2 PROPORTION, INCLUDING COST OF ALL MATERIALS AND LABOUR, ETC. COMPLETE. AS PER RATE ANALYSIS
8PROVIDING AND CONSTRUCTING ON SEWER, B. B. MASONRY CIRCULAR MANHOLE WITH CONCENTRIC CONE 0.90 M DIA. AT BOTTOM AND 0.5 M DIA. AT TOP AND UPTO A DEPTH OF 1.5 M WITH 23 CM BRICK WORK IN CM 1:4 PROPORTION EXCLUDING EXCAVATION INCLUDING FOUNDATION CONCRETE 250 MM THICK AND HAUNCHES AND CHANNELS IN C. C. 1:2:4 PROPORTION, FINISHING CHANNELS IN SMOOTH RENDERING, PROVIDING C.I. DAPURI TYPE STEPS EACH WEIGHING 5.5 KG., 1:2:4 COPING AND ONLY FIXING OF S.F.R.C. FRAME AND COVER ETC. COMPLETE AS DIRECTED BY ENGINEER IN CHARGE. (REBATE RS 2232/- PER 30CM DEPTH OR PART THERE OF) AS PER RATE ANALYSIS FOR DEPTH-0.90M 1.50M
9PROVIDING AND SUPPLYING STEEL FIBRE REINFORCED CONCRETE (S.F.R.C.) FRAME AND COVERS OF APPROVED MAKE INCLUDING LOADING, UNLOADING, TRANSPORTATION, ALL TAXES, ETC. COMPLETE AS DIRECTED BY ENGINEER IN-CHARGE (20 TONNES CAPACITY). AS PER MJP DSR 2021-22 IT.NO.17/PG.226 A) 540MM DIA
10B) 90 X 45 CM RECTANGULAR
11PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE M-15 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR COPING TO PLINTH OR PARAPET, MOULDED OR CHAMFERED AS PER DRAWING OR AS DIRECTED INCLUDING STEEL CENTERING, PLYWOOD/ STEEL FORMWORK COMPACTING, ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED, FINISHING UNEVEN AND HONEYCOMBED SURFACE AND CURING ETC. COMPLETE. THE CEMENT MORTAR 1:3 PLASTER IS CONSIDERED FOR RENDERING UNEVEN AND HONEYCOMBED SURFACE ONLY. NEWLY LAID CONCRETE SHALL BE COVERED BY GUNNY BAG, PLASTIC, TARPAULIN ETC. (WOODEN CENTERING WILL NOT BE ALLOWED.) AS PER PWD SSR 2021-22 IT.NO.24.16/PG.132
12FIXING OF SFRC FRAME AND COVER TO MH CHAMBER /RECTANGULAR SFRC COVER AND FRAME IN CC M-15 (CONCRETE 1:2:4 PROPORTION)ETC COMP AS PER SANCTIONED RATE
13REMOVING AND REFIXING FACTORY MADE PRECAST CEMENT CONCRETE PAVER BLOCKS ETC COMP. AS PER SANCTIONED RATE
14TRANSPORTING OF SURPLUS MATERIAL FROM WORK SITE TO ANY DISPOSAL PLACE ETC COMP. AS PER RATE ANALYSIS
15SUPPLYING AND SPREADING HARD MURUM/ KANKAR AT ROAD SIDES INCLUDING CONVEYING AND STACKING ETC COMP. AS DIRECTED BY ENGINEER INCHARGE. AS PER PWD SSR 2021-22 IT.NO.2.29A & 2.30/PG.24
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