Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date
6 Sep 2018Closing Date
CancelledTender Amount
₹ 5,56,21,248Costs
EMD
₹ 2,78,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_PWR_349360_1Tender No
Notice No.20 MHD/AB/TC/3885 Dt 24-08-2018 Work-03Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.maharashtra.gov.in/
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Documents
BOQ Items
Item No 3:-Spreading hard murum for side width etc. complete
3000
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Item No 4:-Compact ing the hard murum side widths including laying in layers on each side wi th power roller including ar t i ficial water ing etc. complete.
20000
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-
Item No 5:-Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stPer onelayers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of VG-30 @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen VG-10 at the rate of 0.30 Kg Sqm.(on existing bitumen surface.)
63000
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-
Item No 6:-Providing and applying tack coat on the prepared sur face heat ing by fames in Boi ler and spraying bi tumen set footed in bi tumen boller on B.T. sur face 2.5 kg/ 10 sqm.VG-30 bulk bi tumen
126000
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Item No 7:-BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 2, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface ,finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50/75 mm compacted thickness with -- Using drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix plant, Sensor paver and Vibratory roller excluding prime/Tack coat etc.complete --Bitumen VG-30 grade 3.40%
3150
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-
Item No 8:-BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 2, premixed with bituminous binder @5.4% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 30/40 mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stPer onedust filler
1575
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-
Item No 9:-Excavation for foundation in earth, soils of all types, sand, gravel, soft murum , hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
972.32
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-
Item No 10:-Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)
253.65
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-
Item No 11:-Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt)
2420.6
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Item No 12:-Providing and laying of filter media with granular materials/ stPer onecrushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.
638.4
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Item No 13:-Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete.
342
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-
Item No 14:-Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
196.2
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Item No 15:-Providing selected hard murum filling including laying in layers of 15 to 20cmwith watering and compacting etc. complete.
117.65
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-
Item No 16:-Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)
29.42
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Item No 17:- Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
150
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-
Item No 18:- Re-embercement of Royalty charges to the contractor after producing original transport challans.
5640.99
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Item No 19:- Carrying out following tests with a frequency in Government P.W.D. laboratory as per relevant standards and submitting test results and retesting if required including all taxes, overhead and any other allied charges etc. complete.
A)BASIC TEST OF AGGREGATE.
i)To carrying out W.A.,Sp. Gravity,Impact value on metal with a frequency in approved laboratory and submitting test results.
40
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-
ii)Job Mix Design with all Tests on aggregate ( Excluding bitumen ) for DBM/SDBC/Ac
1
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-
iii)To carrying out BASIC TEST OF AGGREGATE. 2 Water Absorption, Specific Gravity,lmpact Value ICrushing Value. 1 Test in Government P.W.D. laboratory and submitting test results. and retesting if required including all taxes, overhead and any other allied charges etc. complete.
10
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-
B)FINE AGGREGATES.
i)To carrying out FINE AGGREGA TES.Fineness Modulus ( Sieve Analysis ),Silt & Clay Content in Government P.W.D. laboratory and submitting test results. and retesting if required including all taxes, overhead and any other allied charges etc. complete.
12
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-
ii)To carrying out Chloride & Sulphate Content. in Government P.W.D. laboratory and submitting test results. and retesting if required including all taxes, overhead and any other allied charges etc. complete.
20
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-
C)BITUMEN
i)To Carrying out Bitumen penetration , softeing point, flash and fire point, specific gravity
29
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-
ii)Carrying out Viscosity on bitumen with a frequency in Government P.W.D. laboratory and submitting test results. and retesting if required including all taxes, overhead and any other allied charges etc. complete.
4
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-
iii)Carrying out Ducility I Elastic Recovery in Government P.W.D. laboratory and submitting test results. and retesting if required including all taxes, overhead and any other allied charges etc. complete.
11
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-
iv)To carrying out Extraction of bitumen mix with a frequency in Government P.W.D. laboratory and submitting test results and retesting if required including all taxes, overhead and any other allied charges etc. complete..
25
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-
v)To carrying out B. M. Job Mix Design with all Tests on 1 Mix aggregate (Excluding bitumen) in approved laboratory and submitting test results.
1
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-
D)BASIC TEST OF CEMENT.
i)Basic Test of Cement To carrying out standard consistancy finneness specific gravity setting time ( initial and final) compressive strength soundness in approved laboratory and submitting test results
10
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E)CONCRETE
i)To carrying out CONCRETE '-'20 Compressive Strength OF C.C. Cube M10 (Set of 3 cubes) in Government P.W.D. laboratory and submitting test results. and retesting if required including all taxes,
20
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-
ii)To carrying out CONCRETE ~'-'20 Compressive Strength OF C.C. Cube M 20 (Set of 3 cubes) in Government P.W.D. laboratory and submitting test results. and retesting if required including all taxes,
20
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-
iii)To carrying out Concrete Mix Design 1 Test t--- I(With all Tests on basic materials)* in Government P.W.D. laboratory and submitting test results. and retesting if required including all taxes,
2
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-
(Contractor should quote his rates without considering G.S.T.)
-
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