Urban Improvement Trust Tender

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Urban Improvement Trust - UIT Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 72,83,000 
Notes
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Costs

  • EMD

    ₹ 36,415
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,500

Description

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Item Code [2022 3.18]:Item Type [road] :: Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

810

172

139320

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Item Code [2022 4.12 WMM 1110]:Item Type [road] :: Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

910

1110

1010100

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Item Code [2022 4.17 CRM]:Item Type [road] ::Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) Sub Item Code [2022 4.17 CRM + (B) By Mixing Plant :]: Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base) (ii) For 45 mm maximum size

600

789

473400

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Item Code [2022 4.2.II]:Item Type [road] :: Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading II material

2160

254

548640

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Item Code [2022 5.1 i Primer coat]:Item Type [road] :: Providing and 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 503 ( Low Porosity )

4500

34

153000

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Item Code [2022 5.11 MSS]:Item Type [road] ::Sub Item Code [2022 5.11 MSS + (A) (i) b]: Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of closegraded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type - A) or 13.2 mm to 0.09 mm (Type- B ) aggregates using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade.) Type A MSS (Aggregate 0.27 Cum / 10 Sqm , Bitumen 22 kg / 10 Sqm) Bitumen VG - 30

8550

134

1145700

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Item Code [2022 5.2 ii]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

5400

11

59400

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Item Code [2022 5.2 iii]:Item Type [road] :: Providing and applying tack coat with Bitumen emulsion (RS- 1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50

4500

11

49500

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Item Code [2022 9.3]:Item Type [RUIDP] :: Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material,

40

2775

111000

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Item Code [2022 9.4 NP3 Pipe 600mm]:Item Type [road] ::Sub Item Code [2022 9.4 NP3 Pipe 600mm + C]: Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 600 mm dia

20

3526

70520

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Item Code [2022 9.4 Pipe]:Item Type [road] ::Sub Item Code [2022 9.4 Pipe + D]: Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding xcavation, protection works, backfilling, concrete and masonry works in head walls and parapets.) 450 mm dia

20

2614

52280

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Item Code [2022 9.4.a]:Item Type [RUIDP] :: Laying Reinforced Cement Concrete Pipe NP3/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP3prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia

15

5876

88140

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Item Code [2022 9.5.3]:Item Type [RUIDP] :: Providing and laying un-reinforced, dowel jointed, plain cement concrete mix With Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-30

100

5950

595000

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Item Code [R 2022 5.8 B ii]:Item Type [building] :: Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) VG -30 Grading-II (10 mm nominal size)

47

7465

350855

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Item Code [ROAD 2022 3.6]:Item Type [road] :: Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

880

46

40480

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Item Code [Road 2022 5.3 B ii]:Item Type [road] :: Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) B - VG - 30 for GradingII(19 mm nominal size

430

4841

2081630



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