Special Strengthening work of 11no bus Stop to 12 no bus Stop L-1.08 Km.under M-3 Sub Dn, PWD Bhopal 2nd Call

Special Strengthening work of 11no bus Stop to 12 no bus Stop L-1.08 Km.under M-3 Sub Dn, PWD Bhopal

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Bill of Quantities (BOQ)

Probable Amount of contract :

(Rs. in Figures) : Rs. 163.49 Lacs

(Rs in words) : Rupees

Time Alloved : 06 months

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.

(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)

b) Using Drum Mix Plant of appropriate capacity and paver finisher.

(ii) for Grading (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30)

( S O R I.No 5.6 b (iv) ) Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor 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 clause 505 of specification complete in all respects. ) b). Using Drum Mix Plant of appropriate capacity.

(iv) for Grading II (26.5 mm nominal size) BitumenContent minimum 4.5% with bitumen 60/70 (VG 30)

( S O R I.No 5.7 (b) (v)) Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade,level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatictyre rollers to achieve the desired compaction as per clause 507 of specification. b) Using Drum Mix Plant of appropriate capacity.

(v) for Grading-II (30-40 mm thickness) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30)

( S O R I.No. 3.4) Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal up to 1000 meters. Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site with in all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per relevant clauses of section-300 of specification.

( S O R I.No.4.2) Crusher Run Macadam Sub Base/Base Course 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 as pe clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as pe clause of section 407 of specifications. For 53 mm maximum size

(ii) For 37.5 mm maximum size

(SOR I NO 6.1) 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

( S O R I.No. 12.6 (iii) ) Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with.

(iii) With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and placing with Boom placer

B PCC Grade M20

SOR I.NO 6.15 Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement. b) 600 mm Dia

ii) 90 cm equilateral triangle

ix) 80 cm x 75 cm rectangular

x) 80 cm x 60 cm rectangular

Total

Say Rs

Sub Engineer Sub Divisional Officer Executive Engineer Sec. P.W.D. M-3 Sub Dn. P.W.D. New Bhopal Division Bhopal Bhopal.