Municipal Affairs Department Tender

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Municipal Affairs Department - MAD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 39,55,650 
Notes
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Costs

Summary

Improvement Of Bituminous Road S/f Sujit Singh House To Shree Ram Singh House, 2. Sunil Roy House To Kakoli Devi House, 3. Mahant Roy House To Sani Sah House, 4 Sujit Sing House To Jhagru Roy House And 5 Bablu Prasad House To Naresh Roy House At W-43

Description

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BOQ Items

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DO_NOT_SHOW

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(a) Depth of excavation not exceeding 1.500 mm.

7

119

834.89

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Laying 150 mm. to 200 mm. boulder soling including rough dressing hand packing and ramming down small pieces in the interstics without rolling but including ramming.

14

50

700

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Cost of stone boulder 150 mm size delivered ans stacked at site.

2.1

584

1226.4

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Hire and labour charge for shuttering with centreing and necessary staging up to 4 m. using approved stout props and thick hard wood planks of approved thick ness with required bracing for concrete slabs, beams, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (up to roof of ground floor).

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(f) 25mm. To 30mm. Shuttering with out staging in foundation etc.

256

205

52480

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(II) Cement concrete with 30 mm. down graded shingles excluding shuttering.N.B. VarietyIn ground floor .

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(a) 1:3:6 proportion.

43.4

3393

147256.2

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Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface].

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(ii) With 1:4 cement mortar .

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(c)10 mm. thick plaster.

212

126

26712

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Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.

212

34

7208

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Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.

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By manual means :

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From 25 mm to 50 mm thick.

4351.35

22

98340.51

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Water Bound Macadam Base Course, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with vibratory roller 8-10 tonnesin stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting orfilling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404of Specifications for Road & Bridge Works of MoRT&H(5th Revision).

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Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)

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Manual Means

326.36

2021

659864.02

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Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete asper Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

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On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to0.30 kg per sqm.)

4351.35

10

47734.31

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Bituminous Macadam using Hot Mix Plant (HMP) Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over apreviously prepared surface at specified laying temperature with paver finisher to the required grade,level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired -compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

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For Grading II(19 mm nominal size, 50-75 mm thick.)

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Using Batch type HMP of minimum capacity 60-90 TPH

280.57

6139

1722615.63

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Seal Coat

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Providing and laying Premixed Seal Coat (Type B)with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges,cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).

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By Manual MeansWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)

5611.35

38

218449.86

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Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete asper Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

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On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to0.30 kg per sqm.)

6871.35

9

63353.85

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Seal Coat

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Providing and laying Premixed Seal Coat (Type B)with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges,cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H(5th Revision).

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By Manual MeansWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)

5611.35

38

214465.8

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GST18%

1

597429

597429.91

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1% L W CESS

1

39164

39164.85



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