Municipal Affairs Department Tender

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Municipal Affairs Department - MAD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date22 Apr 2025
Closing Date13 May 2025
Tender Amount₹ 38,02,902 
Notes
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Costs

Summary

Improvement Of Bituminous Road Bandhan Marriage Hall To Shyambandh Water Tanky ,mother Teresa Road , Shyambandh, Borough-vii,under Amc

Description

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BOQ Items

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Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm)

1062.5

29

31683.75

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GST 18 % =Rs.

1

574360

574360.03

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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). II By Manual Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)

3641.5

36

134662.67

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(ii)on Bitminous surface(using cataionic bitumen) per sqm

210.1

9

2023.29

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Labour Cess 1 % = Rs.

1

37652

37652.49

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Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver inSub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve thedesired density, including supply of all materials, machinery, fuel and lubricants, including incidentalcosts for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Material to be used per Cum Stone metal 26.5 mm-0.3960 cum Stone metal13.2 mm-0.2640 cum Stone metal 5.6 mm-0.3564 cum Stone dust -0.3036 cum

106.25

1396

148367.5

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(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand

22.2

640

14227.09

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Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade confirming to IS: 8887-1978 on the prepared surface cleaned Hydraulic broom, moistenning the surface including cost and carraige of emulsion, hire charges of machinery and labour,cost of fuel and lubricants all complete as per clause 503 of specifications for Road & Bridge Works of MoRT & h (5th Revision). (i) on Granular surface (using Bitumen emulsion at the rate of 0.20 to 0.30 Kg per sqm.

3641.5

10

38090.09

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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand

444

324

143856

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Repairing pot-holes and making up small depressions using Cationic Bitumen Emulsion conforming to IS 8887- 1978 with stone metals / chips premixed with emulsion in concrete mixer or any other method approved by the Engineer-in-Charge, including cutting the pot-hole area in regular shapes with vertical edges, thorough cleaning & moistening of surface, applying tack coat, filling up the potholes with pre-mixed metals/chips in layer/layers as per specification and direction of the Engineer-incharge, compacting by power roller, finishing the top of repaired surface levelled with adjoining area including cost and carriage of stone aggregates, blinding material & bitumen emulsion, hire & running charges of rollers and other tools & plants, cost of fuel & lubricants and other incidental charges excluding cost of applying tack coat. [Using stone chips of size 22.4 mm and 11.2 mm in 60: 40 proportion, premixing with bitumen emulsion @ 70.7 kg per m3 of loose net volume of stone chips.]

15.76

4144

65304.62

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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary (a) Depth up to 150 mm.

1474

14

21225.6

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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

144.55

166

23995.3

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Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, In ground floor as per relevant IS codes. (i) Pakur Variety

181.59

5215

947073.57

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Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification

83.44

768

64129.48



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