Name of Work:- Construction & Upgradation of Rural Roads/CDs/Bridges Under PMGSY IV.
Sl. No.
Item Description
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Road/Bridge Work
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Construction/Upgradation of Rural Road and CDs under Package No. MP26902 (Offer Based on SSR issued by MPRRDA Effective from 01-01-2024.) as per detailed BOQ attached in Annex-II A. Please Enable Macros to View BoQ information MPRRDA,PIU Narsinghpur Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01-01-2024 District :- Narsinghpur PIU :- Narsinghpur Package No. :- MP26902 Sl. No. Block Name of the Road Length in Km
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Kareli
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Kareli
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Kareli Total Total Road Length 5.88 Amount of Construction Cost 40236072.0 40236072.0 Amount of Mantenance Cost 1646000.0 Total Amount of PAC 41882072.0 Sl. No. SOR .no. Description of item Unit Quantity Rate Amount
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1.6 A Reference benchmark/working benchmark (As per drawing annex-I) Per No. 33.0 1103.0 36399.0 B Reference piller (As per drawing annex-I) Per No. 124.0 642.0 79608.0
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3.2 (A)
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3.3 (A)
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3.3 (B)
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5.1 (I)
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5.1 (II)
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5.2 (III)
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5.9 (II)
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5.12 (II)
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9.1 (A) (i)
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9.3 (F)
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9.8 (E) (E) NP2 Pipes 300 mm dia m 70.0 433.0 30310.0
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10.2 (ii) A 900 mm equilateral & triangle each 16.0 3695.0 59120.0 C 800 mm x 600 mm rectangular each 14.0 4014.0 56196.0 D 600 mm x 450 mm rectangular each 10.0 3499.0 34990.0 F 900 mm High Octagon each 3.0 4455.0 13365.0
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10.6 (A) ii) Ordinary Kilometer Stone (Precast) each 11.0 2203.0 24233.0 iii) 200 m stone (precast) each 23.0 623.0 14329.0 (B) PMGSY Logo BoardProviding and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 each 3.0 4366.0 13098.0 (C). Construction of cement concrete PMGSY information board Construction of cement concrete PMGSY information board in CC 1:2.5:5 (M15) with skin reinforcement of 8 mm dia TMT bars @ 300 mm C/C both ways size (as per drawing annexure-ii) including excavation, base concrete (M-15), priming, painting two coats synthetic enamel paint on new concrete surface including painting-figring Logo and Slogen including writing of all information about the road etc. complete. As directed by the Engineer incharge. each 3.0 10343.0 31029.0
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10.13
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10.14
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10.15
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11.4 (I) (I) P.C.C grade M 10(i) Nominal mix 1:3:6 with 40 mm and down graded metal Cum 223.5 4493.0 1004186.0
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11.4 (II)
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14.1 36123843.0 STRUCTURE DETAIL
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9.1 (A) (i)
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9.1 (A) (ii)
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9.2 (II) I) Sand filling Cum 19.62 786.0 15421.0
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9.3 (B) 1000 mm dia M 67.5 5009.0 338108.0
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11.1 (I) (ii) 1.5 m to 3 m depth Cum 61.03 360.0 21971.0 11.1 (II) Ordinary rock (not requiring blasting)Upto 3 m depth Cum 28.98 450.0 13041.0 11.1 (IV) Hard rock (blasting prohibited) Cum 19.32 471.0 9100.0
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11.4 (I) (I) P.C.C grade M 10(i) Nominal mix 1:3:6 with 40 mm and down graded metal Cum 29.259 4493.0 131461.0 (II) (II) P.C.C grade M 15(i) Nominal mix (1:2.5:5) with 40 mm and down graded metal Cum 385.95 4526.0 1746810.0
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12.5 12.5 (II) P.C.C grade M 15(i) Nominal mix (1:2.5:5) Cum 240.65 4787.0 1151992.0 12.5 (IV) R.C.C grade M 20 Cum 7.2 5375.0 38700.0
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12.1 (I) Granular Material Cum 173.47 818.0 141898.0
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