Municipal Corporation Tender

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Municipal Corporation - AMCA Tender

Services
Eprocure
Opening Date18 Feb 2019
Closing Date25 Feb 2019
Tender Amount₹ 8,91,732 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Excavation foundation on/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including….etc

15.75

-

586.82

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Providing ISI Standard Stoneware pipes 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. MJP DSR Page No. Section.9 DSR Item No. 1 Page No. 87 Item No. 250 mm dia. SWG Pipe

210

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306

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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 MJP DSR Page No. Section 9, DSR Item No.2, Page No.87 Item No. 250 mm dia. SWG Pipe

210

-

166.92

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Providing ISI Standard Stoneware pipes 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. MJP DSR Page No. Section.9 DSR Item No. 1 Page No. 87 Item No. 300 mm dia. SWG Pipe

0.01

-

0.01

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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 MJP DSR Page No. Section 9, DSR Item No.2, Page No.87 Item No. 300 mm dia. SWG Pipe

0.01

-

0.01

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Providing and constructing on drainage line 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 23cm thick brick work in C.M. 1:6 prop with 12 mm thick cement plaster in 1:4, with smooth rendering, 1:2:4 coping & fixing approved make & quality S.F.R.C. Frame & cover of 56cm dia. etc. including all necessary excavation & 1:5:10 bed cc. etc. all complete as directed by engineer in charge (Rebate for every decrease in depth of 30 cm or part there of Rs. 452/- per 30cm) MJP DSR Page No. As per rate analysis item no. Depth-1.20 mt.

18

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10786.63

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Providing & Suppplying Steel Fiber Reinforcecd 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 charge. (20 Tones Capacity). MJP DSR Page No. MJP/DSR/2015-16/Item No. 17/Page No.244 Item No. Circular HD 540/630 mm with frame.

18

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2465

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Providing & repairing to existing manhole chambers after fixing pipes with necessary brick work, etc. complete. MJP DSR Page No. As per analysis Item No.

15

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812.78

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Raising the manhole chamber with necessary brick work in cm 1:6 & plaster including…Etc. complete, By 30 cm.

15

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902

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Fixing of SFRC frame and cover to manhole chamber/circular SFRC cover and frame in c.c.M-15 (concrete 1:2:4 Prop) etc. complete MJP DSR Page No. (As per rate analysis Item No. 22 Circular HD 540/630 mm with frame.

14

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428

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Refilling the trenches with available excavated stuff with …..etc complete

196.88

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74.88

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Transport of surplus material from work site to any disposal place as directed by Engineer-in-charge with lead of____km including and stacking etc. complete. (MJP/DSR/2015-16/Lead Charg/Page No.19) Item No. Lead of 5.00km for mannuar or sludge

54.6

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119.12

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Providing soling using 80 mm size trap metal in 15 cm layer including filling voids with sand/grit ramming, watering complete. As directed by Engineer in charge. (SSR17-18) item 21.4 pg 99 SSR sr no.811 (SSR 17-18)

45

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1438.51

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Providing and laying in situ cement concrete in M-10 1:3:6 of trap/granite/quartzite/gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, item 24.01 ssr

30

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4840.9

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Providing and laying in situ M-30 Grade unreinforcedplain 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 compacting and finished in a continous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by compound / by providing cement vata in cement Mortar 1:8 @ 0.6m x 0.6m centre to centre, admeasuring 80mm at bottom and 40mm at top woith depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.

37.5

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6678.52



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