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Providing And Repairing The Existing Drainage Line At . Manzoor Pura Opposite To Mascot Construction Office Ward No . 22 Near House Of Shri Abrar Bhai . , TOWN HALL AURANGABAD-Maharashtra

Aurangabad Municipal Corporation has published Providing And Repairing The Existing Drainage Line At . Manzoor Pura Opposite To Mascot Construction Office Ward No . 22 Near House Of Shri Abrar Bhai . . Submission Date for this Tender is 06-11-2020. Drainage Tenders in TOWN HALL AURANGABAD Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

25861788
Providing And Repairing The Existing Drainage Line At . Manzoor Pura Opposite To Mascot Construction Office Ward No . 22 Near House Of Shri Abrar Bhai .
Open Tender
Indian
Maharashtra
TOWN HALL AURANGABAD
06-11-2020

Tender Details

Providing And Repairing The Existing Drainage Line At . Manzoor Pura Opposite To Mascot Construction Office Ward No . 22 Near House Of Shri Abrar Bhai .

Key Value

Document Fees
INR 300 /-
EMD
INR 1600.0 /-
Tender Value
INR 1.43 Lakhs /-

BOQ Items

Name of Work: Providing and Repairing The Existing Drainage Line At. Manzoor Pura Opposite to Mascot Construction office Ward No.22 Near House of Shri Abrar Bhai .
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation for foundation on / pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means BDA 1 21.02 - Bd.A.1 Page No.259 (SSR No.21.02) 1 20.8 Cum
2 2 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundations including removing the excavated materials upto a distance of 50 meters beyond the area and lifts as below stacking as directed Engineer in 5 Excavation Foundation/ pipe terenches in soft Rock and old cement and lime masonary foundation , asphalt road etc. 2 3.2 Cum
3 3 Excavation for foundation/ pipe trenches in hard murum including removing the excavated material upto a distance of 50M mtrs as below, stackig and spreading as directed by Engineer in charge normal dewate 3-Exacation for foundation pipe trenches in hard murum etc. 3 4.8 Cum
4 4 Providing ISI Standard stoneware pipe including all taxes (Central and local) inspection charges, railway freight, unloading from railway wagons, loading into trucks, transport to departmental stores, unloading, stacking etc. Complete ( As per MJP DSR 2002-2003 I No.1) 300 mm dia. 4 16.8783 RMT
5 5 Lowering laying and jointing in proper grade and alignment Stoneware pipes with cements joints in C.M. (1:1) proporation of following diameters including cost of conveyance from store to site of work jointing material, labour, giving satisfactory hydraulic testing etc. complete ( As per MJP DSR 2015-2016 I No.02 ) 250 mm dia 5 16.8898 RMT
6 6 Providing and constructing on sewer, B.B. Masonry circular manhole, concentric cone 0.90 mtrs. Dia. At bottom and 0.5 mtrs. Dia at top and up to a depth of 1.50 mtrs. With 23 cm thick brick work in C.M.1:6 prop with 12 mm thick cement plaster in 1:4, with smooth rendering 15-0-35 mt Depth-2.10 mt. 6 3 no
7 7 Refilling the trenches availlabel excavated stuff with soft material. first over pipe line and then hard materials in 15 cm layers with all leads and lifts including consolidation, surcharging, etc complete. As per MJP/DSR/2018-19 7 16.797 Cum
8 8 Raising the Existing manhole chamber with 23 cm thick brick work in cm 1 : 5 prop .in 30 cm concentrick cone includig 12 mm thik cement plaster in CM 1 : 4 prop on both side complete. (As per rate analysis ) No. 8 2 No
9 9 Transportation of surplus material from work site to any disposal place as directed by the Engineer – in – charge with a lead of ------km including and stacking etc. complete as per pwd dsr 2015-2016) 1236.3.00 exacavated Rock 3.00 exacavated rock 9 9.6 Cum
10 10 Providing and Reparing to existing manhole chambers after fixing pipes with necessary brick work, beching, plastering etc. Complete (As per rate analysis) 21 10 2 No
11 11 Fixing of SFRC frame and cover to manhole chamber / Rectasngular S.F.R.C. Cover and frame in C.C. M-15 (Concrete 1 : 2 : 4 prop .) etc. complete. (As per rate analysis) 1214 - Circular HD 540/630 with frame . 22 - Circular HD 540/630 with frame . 11 2 No
12 12 Providing & Supplying Steel Fiber Reinforced Concrete (SFRC) Frame & cover heavy duty/medium duty of rectangular of circular in shape of approved make including loading, unloading, transporatation, all taxes etc. complete. As directed by Engineer in charg (20tones Capacity) MJP DSR Page no: MJP/DSR/2006-07/IT/PAGE-244 Item no: Circular HD 540/630 with frame 12 3 No
13 13 Uprooting existing pipe line of the following pipe size stone ware pipes / R.C.C. pipes lincluding cost of necessary excavation and refilling of the treanches, breaking the joints, lifting the pipes and stacking to the place as directed by the Engineer 7-100mm dia RCC pipe 100mm dia RCC pipe 13 40 Rmt
14 14 Desilting the sum of sewerage works In wet or dry condition including lifts 0 to 9.00 mt & lead upto 150 m as required beyond the work site, stacking spreading, including necessary guarding etc. complete , as directed by the engineer in charge . ( as per MJP/ DSR/ 2011-2012) upto 0 to 9 m Depth 14 1.57 Cum
15 15 Crane for holding Electrical pole at site as per requirement and instruction of engineer in charge etc complete (As per market rate) 15 4 Hour
16 16 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with sand/grit, ramming, watering etc. complete. (SSR No.21.40/2017-18) 16 10.55 Cum
17 17 Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. M.O.R.T. and H 2013 CI -602 P.N.263 Morth 602 5.01 MORTH 602 SSR 2017-2018 Item No. 5.01. 17 7.5057 Cum
18 18 Royalti Fror Metal Sand etc. 18 25.801 Cum
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