Uttar Pradesh State Industrial Development Authority Tender

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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date13 Sep 2024
Closing Date30 Sep 2024
Tender Amount₹ 1,68,79,912 
Notes
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Costs

Summary

Upgradation Of Remaining Roads In Sector B-3 At I.a. Tds City Ghaziabad

Description

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BOQ Items

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Supply and Stacking of 22.4 - 53mm gauge hard stone ballast from approved quarry for Top coat including cartage royalty octroi, sales tax & all other taxes what so ever applicable under rules and required template after screening at road side including dressing of side berms as required where metal is to be staked as per direction Engineer in charge. Rate as per Analysis.

844.75

1978573

2342.2

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Supply & Stacking of screening material approved quality of consolidation of stone ballast including all material] labour] T&P etc. required for proper completion of the work. Rate as per Analysis.

183.25

475423

2594.4

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Consolidation of 10cm thick (loose) coat of stone ballast including opening out stacking sorting stone ballast in existing road surface water and ramming and also including carriage of metal upto 30Mtr. (100 ft.) carriage of water 200 Mtr. Supply and maintenance of barries and all T&P required for proper completion of the work, stone ballast to be supplies to the contractor free at site. Rate as per Sanction Estimate Wide Job N0-CD-III (38) dt. 26.05.2022

916.25

164925

180

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Brick on edge pavement with the straight over burnt bricks on patries with bricks, laid dry joints filled with fine sand including preparation of base to proper slope, and its ramming, spreading layer of 1cm.(3/8") depth of local sand over the subgrade and including supply of all materials, labour Tools & plants etc. required for proper completionof the work. Rate as per SOR-2022 Item N0-763

2820

1677900

595

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Applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 to 1.00 KG/Sqm. using mechanical means including cost of all material & labour, T&P etc. for proper completion of the work. Rate as per Analysis.

12195

347557

28.5

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Providing and applying tack coat with bitumen VG-10 on prepared painted surface including cleaning of road sufrface and spreading bitumenat the rate of 4.40 Kg/Sqm. Using mechanical means. Rate as per Analysis.

12195

139023

11.4

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Providing and laying 50mm thick dense grade bituminous macadam 50-100mm average with 100-120 TPH hot mix plant producing average output 75 tonne per /hour using crushed aggregate of specified grading preserved with bitumin binder @ 4.0 to 4.5 percent by weight of toal mix and filler, transporting the hot mix to work site,. laying with a hydrostatic paver finished to the required grade VG-30, level and alignmentm, rolling with smooth wheeled, vibrator and tandem roller to achive the desired compaction as per MORTH specifications clause 507 complete in all respect. Rate as per Analysis.

609.75

5642626

9254

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Providing and applying tack coat with bitumen VG-10 on prepared DBM surface including cleaning of road surface and spreading bitumen at the rate of 0.20 Kg/Sqm. using mechanical means. Rate as per Analysis.

12195

139023

11.4

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Providing and laying 25mm thick semi dense grade bituminous concrete 40mm thick with 100-120 TPH batch type HMP producing an average output 75 tonne per /hour using crushed aggregate of specified grading premixed with bitumin binder @ 4.5 to 5.0 percent of mix and filler, transporting the hot mix to work site,. laying with a hydrostatic power finisher with sensor control to the required grade VG-30, level and alignmentm, rolling with smooth wheeled, vibrator and tandem roller to achive the desired compaction as per MORTH specifications clause 508 complete in all respect. Rate as per Analysis

12195

3073505

252.03

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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in charge and accordance with applicable specifications. Rate as per SOR-2022 Item N0 Road safty( New Item) sl.N0-22.02

478.5

295713

618

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Provding &Fixing 3m USA brand road pavement marker areas 200 (cat eyes )board make of poly carbonate with wconomically lines on both side for maximum rotro reflecation in wet &dry condition woth 3m bitumen ahesive BT-59/9M epoxy as per morth specifications & as per direction of Engineer in charge Rate as per Sanctioned Estimate Job No. CD-II(718) Dated 08/12/2014.

600

194400

324

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Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches. Excluding GST Rate as per SOR-2022 S.N0-4.01 Item N0-251(a)

100.8

11088

110

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Cement Concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & plants etc reguired for proper complection of the work .

40.32

173376

4300

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Cement Concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 1:2:4 including supply of all materials labour tools & plants etc reguired for proper complection of the work.

26.5

186825

7050

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M-150 brick work in 1:6 cement & coarse sand 1.25F.M mortar in foundation and plinth including supply of all materials labour complection of the work UPPWD SOR 303 Rate as per UPPWD SOR-2022/303 (a).

112.32

562723

5010

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12 mm thick Plaster with Cement and Coarse sand of 1.25 fineness modules in 1:6 over brick work minimum thickness not to be lessthen 1 Cm including supply of all materials, labour, tools & Plants etc required for proper completion of the work. Rate as per UPPWD SOR-2022/582 S.N0-13.14 (New Item).

432

77760

180

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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc.as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin-charge). Rate as per UPPWD SOR-2022/16.69

64.8

454207

7009.38

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Earth work iin Cutting or in embankement in ordainary soil excavation to be in the from of regular pits not exceeding 0.50 m in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required lavels and diopes and also including 1.50 M lift and 30 M. lead the earth from cutting to be used in macking embankement or to be deposited as spoil banks with-in 30 M distance as directed by the Engineer incharge excluding Royality etc.

705.6

70560

100

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Laying & supplying of 80mm precast cement concrete I -shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. Cement , smoot high gloss finish, skid resistant manufactured from rubber moulds through vibro- compression mechanism . The compressive strength of concrete paver block shall not be less than 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge. But excluding UP TT which shall be paid extra as rules. as per item no 9

1008

746928

741

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Excavation in foundation in ordinary soil (loam clay or sand) including lift up to 1.5 m and lead up to 30m. and including filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches. Excluding GST Rate as per SOR-2022 S.N0-4.01 Item N0-251(a).

616

67760

110

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Cartage of earth or fly ash when added to schedule item no 253 lead up to 5km rate as per 2022 s.n. 4.11 item no 261

616

113036

183.5

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Painting roofs or other iron work in large areas with one coat priming and two coat of approved (above one Sq. Metre) paint (British antesol or equivalent) including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. Paint to be used should confirm the Item no. 644-645

414

41400

100



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