Urban Administration And Development Tender
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Urban Administration And Development Tender
Civil And Construction
Road Construction
Eprocure
Opening Date2 May 2022
Closing Date17 May 2022
Tender Amount₹ 1,89,12,901
Costs
EMD
₹ 94,564Document Cost
₹ 12,500Tender Fee
₹ 1,534
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_UAD_141007_2Bid Award Id
ViewTender No
MPGMC/08/21x3/5/Jan/2021-22Tender Authority
Urban Administration And Development ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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BOQ Items
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5.3 providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder , transported to site , laid over a previously prepared surface with mechanicle paver finisher to the required grade, level , and alignment rolled as per clauses 501.6 and 501.7 to acieve the desired compaction complete in all respects and as per relevent clauses of section -504.ii) for grading II (50-75MM THICKNESS) bitumen content 3.4% 20000× 0.06
1200
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5153.4
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5.4 providing and laying levelling course/ profile corrective course with bituminous macadam with hot mix plant using crushed aggregates of grading-1 premixed with bituminous binder @3.1%, transported to site laid over a previously prepared surface with mechanical paver finisher to the required grade level and alignment and rolled as per cluses 50.1.6 and 501.7 to achieved the desired compaction complete in all respect and as per relevent clauses of section-500 2×50×30×0.1
300
-
4856.4
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5.8 providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transporting the hot mix to work site, laying with a mechanicle paver finisher to the required grade level and alignment rolling with smooth wheeled vibratory and tendem rollers to achieve the desired compaction in all respects and as per relevent clauses of section 509. (only cement will be used as filler) for grading II (30-45 mm thickness) with 60/70 bitumen 20000×0.035
700
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7403.4
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Reinforcement for b.c.c work including straightning cutting bending ,placing in position and binding including cost of binding wire upto floor two level including all wastage etc.complete 5.20.1 mild steel and medium tensile steel bars.
2860
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54
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4.1 providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 4.1.6 cement concrete grade m-7.5(nominal mix ) with 40mm maximum size of stone aggregate 2×1300×0.50×0.1
130
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2890.8
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4.1.1 cement concrete grade m-20 (nominal mix) with 20 mm maximum size of stone aggregate 2×1300×0.5×0.15, 20×20×0.02, 2×15×8×0.15, 2×2×1300×0.15×0.3
545
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4134.6
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6.1 brick work with well burnt chimney bricks in bulls patent trench kiln manifactured by ghol , process, crushing strength not less than 40kg/sqcm and water absorption not more than15% in foundation and plinth.6.1.2 cement mortar 1:6 (1 cement 6 coarse sand
50
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3808.8
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13.2 15mm cement plaster on the rough side of single or half brick wall op mix 13.23.1 1.4 (1 cement :4 find sand ) 1200×1.5×800×2×0.75
3000
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114.3
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reinforcement cement concrete work in walls (any thickness ) incuding attached plaster , buttresses, plinth and string courses, fillates, columns, pillars , piers abutment , posts and struts etc. up to floors two level excluding cost of centering shuttering , finishing and reinforcement 5.2.1 cement concrete grade m-20 (nominal mix ) with 20 mm maximum . 100×1.5×0.2×2×50×1.5×0.1
45
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4545
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10.25 steel work welded in built up sections/ framed work. Including cutting hoisting fixing in position and applying a priming coat approved steel primer using structural steel etc as required 10.25.2 in gratings frames guard bar ladder raillings brackets, gate and similar works.
1000
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60.3
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10.16 steel work in built up tubular trusses including cutting hoisting fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washer etc complete 10.16.1 hot finished welded type tubes.
200
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74.7
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13.62 painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade 13.62.1 two or more coats on suitable shades with ordinary paint of approved brand and manufacture .1200×1.52×1.2×5×15
1980
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58.5
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20.1 centeringb and shuttering including strutting ,propping etc. and removel of form for 20.1.1 (a) foundation footing bases of columns etc for mass concrete 100×2×0.5×0.6.
600
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124.2
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providing and laying 60mm thick factory made cement concrete interlocking paver block of m-30 grade made by block making machine ith strong vibratory compaction and approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand filling the joints with coarse sand etc all complete as per the direction of engineer- in -charge 500×1.5 , 300×1.2 ,2×5×9
1200
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408.6
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13.26.1 providing and applying 1.5mm thick (in two coad) white cement based wall putty of best quality over plaster surface to prepare the surface even and smooth complete 1300×1.5 , 2×50×1.2
2070
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73.8
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road marking with hot applied thermoplastic compound with reflectorising glass on bitumionous surface (providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per irc:35the finished surface to be level uniform and free from streaks and hols and as per relevent clause of section -800: 2×1300×3×0.15, 20×20×0.3×1, 15×1×25
1665
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810
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