Directorate Of Municipal Administration Tender
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Directorate Of Municipal Administration Tender
Bridge Construction
Eprocure
Opening Date1 Jan 2020
Closing Date8 Jan 2020
Tender Amount₹ 13,80,994 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 13,810Document Cost
₹ 1,400Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_DMA_527509_1Bid Award Id
ViewTender No
MCA/PWD/E-TENDER/2019/1045 HP CULVERT A25Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://https://mahadma.maharashtra.gov.in/
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Documents
BOQ Items
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Providing and laying in situ / ready mix M-15 plain cement concrete of trap / granite/ quartzite/ gneiss metal for cast in situ piers, abutment , returns , wings etc. including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering (excluding ewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners. ( DSR I.No. 17.38 P.No. 140)
121.58
-
4983.59
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Providing and fixing in position TMT / HYSD steel bars reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams and coloums, canopies , staircases, newels, chajjas, lintels, pardies, coping, finds, arches etc. as per detailed design and drawing, hoocking the bars, bliding with wires or tack welding and supporting as required completed Spec. no. Bd F 17 page No. 306
1.21
-
48105.79
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Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. ( SSR. I.No. 11.11 P.No. 93)
22
-
5892.07
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Providing selected hard murum filling including laying in layers of 15 to 20 cm with watering and compacting etc. complete.
51.94
-
349.51
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Spreading hard murum for side width etc. complete ( SSR I.No. 2.30 P.No. 23)
51.94
-
50.9
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Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. ( SSR I.No. 2.31 P.No. 24)
115.43
-
10.39
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding materilas to fill up the interstices of coarse aggregate, watering and compacting with intelligent compactor with compaction analyzer and V-Sat attachment. To the required density. BY Manual Means - Grading I (Using screening Type A (13.2 mm) Aggregate) ( S.S.R. 17-18 I. No. 3.18, P. No. 27 )
23.09
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1334.36
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding materilas to fill up the interstices of coarse aggregate, watering and compacting with intelligent compactor with compaction analyzer and V-Sat attachment. To the required density. Grading II (Using screening Type B (11.2 mm) Aggregate) ( S.S.R. 17-18 I. No. 3.20, P. No. 27 )
11.54
-
1683.03
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Providing and laying in situ, cement concrete in M-10 of trap/granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, compacting and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type Mixer, with natural sand, Spec.No. Bd.E. 1 Page No. 287 (SSR I.No. 24.01, P.No. 177)
11.54
-
3916.08
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Providing and laying in situ M-30 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 & 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 aver, 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 @0.6 m x 0.6 m center , admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaing the same throughout curing period by any other method approved by Engineer in charge (Initial lead of 5.00 Km for raw materials up to plant site Spec. No. M.O.R.T & H 2013 CI - 602 P.No. 263 (SSR 17-18 I.No. 5.04, P.No. 39)
17.31
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5294.24
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Basic test of Cement - Standard consistancy, fineness, specific gravity, setting time ( Initial & Final), Compressive strength, soundness
1
-
3300
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FINE AGGREGATES - Fineness modulus ( Sieve analysis), Silt & Clay content
1
-
1200
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Basic test of AGGREGATE - Water absorption, Specific Gravity , Impact value I Crushing Value.
1
-
2300
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CONCRETE - Compressive strength of CC Cube ( Set of 3 cubes)
3
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600
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CONCRETE - Mix Design Test
1
-
12100
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HARD MURUM - C.B.R. Test ( Lab) with compaction test.
1
-
6050
... More
Royalty Charges
318.47
-
141.34
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Add 12% for GST
1
-
141640
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Add 3% for Contingincies
1
-
35410
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Add 2% for w/c Establishment
1
-
23607
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