Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date8 Oct 2024
Closing Date10 Oct 2024
Tender Amount₹ 12,70,511
Costs
EMD
₹ 12,700Document Cost
₹ 600Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_AMCA_1109025_1Bid Award Id
ViewTender No
CSMC/EE/DY/ZONE01/2024/896Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://aurangabadmahapalika.org/
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Documents
BOQ Items
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Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. ( Bd-A-4/259) Lift 0 to 1 .5 M (SSR No. Section E Particular No - 5)
28.8
18071
627.48
... More
Excavation 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 7 Page 1 of 381 1.50 M (SSR No. Section E Particular No - 7)
12
15810
1317.5
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Providing ISI standard stonewere pipes, joints, including all taxes(Central and local),inspection charges, railway freight, loading unloading from railway wagons, loading into trucks, transport to departmental stores/ stacking,etc.complete. MJP DSR item no 1 Page No 87 (SSR No. As Per Market Rate Analysis)
-
-
-
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225mm
200
90800
454
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250mm
100
51480
514.8
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300mm
40
27456
686.4
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Lowering, laying and jointing in proper grade and alignment Stoneware pipes with cement joints in CM1:1 proportion following diameter including cost of conveyance from stores to site of works, cost of jointing material, labour, giving hydraulic testing, etc.complete MJP DSR page no . Section 9, DSR item no 2 page no 87 (250mm dia SWG pipe). (SSR No. As Per Rate Analysis)
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-
-
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225mm
200
31456
157.28
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250mm
100
17325
173.25
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300mm
40
9240
231
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Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. (SSR No. 11.08)
20
40409
2020.46
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Providing and constructing on sewer, B. B. masonry circular manhole with concentric cone 0.9 M dia. at bottom and 0.5 M dia. at top and upto a depth of 1.0M with 23 cm brick work in CM 1:4 proportion smooth rendering, Rebate of 2300 per 30 cm 0.90m as per rate analysis. (1.5m depth) (SSR No. As Per Rate Analysis)
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-
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1.0 m Depth
15
174415
11627.67
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1.5 m Depth
13
200993
15461
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Providing and constructing on sewer, B. B. masonry circular manhole with concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 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 providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm dia. etc. complete as directed by Engineer in charge. (SSR No. As Per Rate Analysis)
3
83349
27783
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Providing and constructing Brick Masonry inspection trap Chamber 90cm x 45cm including 1:4:8 C.C foundation, 1:2:4 C.C.channels/half round glazed stoneware pipe channel, salt glazed stone-ware intercepting trap with rodding pipe set in 1:4:8 cement concrete block, brick masonry plastering inside and Outside, fixed in cement concrete with R.C.C. Cover medium duty 140 kg. etc complete (SSR No. 42.15)
2
22117
11058.61
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Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15cm layers with all leads and lfts including consolidation, surcharging, etc. complete. (SSR No. As Per Rate Analysis)
429.59
37834
88.07
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Providing steel fiber reinforced concrete (S.F.R.C.) frame, cover heavy duty/ medium duty of rectangular or circular in shape of approved make including loading unloading, transportation, all taxes etc. complete as directed by engineer in charge (as per 18 circular HD 540/630mm with frame. (SSR No. As Per Rate Analysis)
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-
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540 mm HD Circular SFRC
28
89264
3188
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90 X 60mm Rectangular SFRC
4
13820
3455
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Repairing and Reconstructing/Raising B.B. masonry circular manhole of 1.0m dia.without conical shape excluding excavation, brick masonry in CM 1:4 proportion 23 cm thick, plastering with smooth finish in CM 1:2 proportion, fixing S.F.R.C. frame and co ver ( Excluding cost of SFRC Cover) including cost of all materials and labour, etc. complete. (SSR No. As Per Rate Analysis)
10
70140
7014
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Fixing of SFRC frame and cover to manhole chamber / rectangular S.F.R.C. cover and frame in c.c. M-15 (concrete 1:2:4 prop) etc. complete (as per rate analysis) 22-circular HD 540/630 with frame. (SSR No. As Per Sanctioned Rate)
15
9855
657
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Transportation of surplus material from work site to any disposal place as directed by the Engineer - in - charge with a lead of ___3.00____ km including and stacking etc. complete. (SSR No. As Per Rate Analysis)
89.28
23124
259.01
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material (SSR No. 3.02)
13.5
35955
2663.4
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Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fineaggregate ( natural sand/ VSI grade finely washed crushed sand) 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. (SSR No. 5.01)
13.5
112957
8367.24
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Royalty as per govertment of maharastra revenue and forest departmentsgazettle no 67 date 15 may 2015 ( charges for metal, sand, murum )…etc complete.(SSR No. As Per Rate Analysis)
44.81
10635
237.37
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