Name of Work:- Construction & Upgradation of Rural Roads/CDs/Bridges Under pmjanman.
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.MP37PMJM030 (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-Sheopur Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01.01.2024 District :- Sheopur PIU :- Sheopur Package No. :- MP37PMJM030 Sl. No. Block Name of the Road Length in Km
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Karahal
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Karahal
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Karahal Total Total Road Length 2.1 KM Amount of Construction Cost 13175540.0 Rs Amount of Mantenance Cost 591000.0 Rs 13.5 Total Amount of PAC 13766540.0 Rs 2.0 1.0 Sl. No. SOR .no. Description of item Unit Quantity Rate Amount L080-TIKTOLI HATHEDI ROAD TO HATHEDI KA CHAKRANA ROAD L087-MORAWAN TIKTOLI ROAD TO GADI KA SAHARANA ROAD L110-SHIVPURI SHEOPUR ROAD KURACHOR KHURD ROAD TO KURACHOR KALAN 1row(3) 2row Slab Culvert 3m Single Span Slab Culvert 3m 2 Span Slab Culvert 1x6m Slab Culvert 6mx2span
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1.6 (A)
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1.6(B)
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2.6 (B)II
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3.1 (A)
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3.2 (A)
11
3.3 (A)
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3.3 (B)
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4.1 (A)
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5.1 (ii)
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6.11B(ii)
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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 A (ii)
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5.12 (B) (ii)
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9.1A 9.1 (ii) Cum 0.0 360.0 0.0 0.0 0.0 0.0 0.0 0.0 45.598 16415.28 0.0 0.0 23
11.1 (IV) 11.1 (ii) Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.ii. Ordinary rock (not requiring blasting)Upto 3 m depth Cum 85.698 450.0 38564.0 0.0 85.698 38564.1 0.0 0.0 0.0 85.698 38564.1 75.6 69.268 31170.6 23 11.1 (iv) Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.iv. Hard rock (blasting prohibited)Upto 3 m depth Cum 51.419 471.0 24218.0 0.0 51.419 24218.349 0.0 0.0 0.0 51.419 24218.349 64.8 41.561 19575.231 23
44
11.2I
45
11.4 (I) (i)
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11.4 (I) (ii)
47
11.4 (IV)
48
12.5 (II) (i)
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12.5 (III) (i)
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12.5V
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12.5VI
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12.10 (I)
53
12.11 12.15 Anchor bar for RCC slabs of submersible bridgesProvidng and fixing 20mm dia MS anchor bar duly welded at bottom with MS plate of size 500mm x 75mm x 10mm including all material labour charges etc. as per plate no. 7.22 SP-20 or otherwise as directed by Engineer incharge. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 23 (a) Fixed end anchor bar Each 12.0 603.0 7236.0 0.0 12.0 7236.0 0.0 0.0 0.0 12.0 7236.0 4.0 0.0 23 (b) Free end anchor bar Each 12.0 1192.0 14304.0 0.0 12.0 14304.0 0.0 0.0 0.0 12.0 14304.0 4.0 0.0 23
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12.16
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13.1 (I) (i) 13.1 (II) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5II. R.C.C M 25 Cum 24.188 6156.0 148901.0 0.0 24.188 148901.328 0.0 0.0 12.0 73872.0 24.188 148901.328 24.48 49.32 303613.92 23 13.1 (III) Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per general note drawing and technical specifications Clauses 800 and 1211 Cum 0.0 6332.0 0.0 0.0 0.0 0.0 10.5 66486.0 0.0
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13.9 13.16 (II) Square Meter 17.1 759.0 12979.0 0.0 17.1 12978.9 0.0 0.0 0.0 17.1 12978.9 17.0 12903.0 23
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13.16 (III)
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13.17
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14.1 14.2 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 with minimum size and weight of stone as per table 1300.2, no stone weight weighting less than 25 kg. Cum 80.0 1034.0 82720.0 0.0 80.0 82720.0 0.0 0.0 0.0 0.0 27.0 0.0 23 14.3 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 with thickness of filter 150 mm unless otherwise specified. Cum 30.0 1617.0 48510.0 0.0 30.0 48510.0 0.0 0.0 0.0 0.0 27.0 0.0 23
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14.1 13175540.0 3382023.0 6672176.0 3121328.0 0.0 1176480.911 2401847.529 131.7554 IsT 24.0 155.76 L080-TIKTOLI HATHEDI ROAD TO HATHEDI KA CHAKRANA ROAD L087-MORAWAN TIKTOLI ROAD TO GADI KA SAHARANA ROAD L110-SHIVPURI SHEOPUR ROAD KURACHOR KHURD ROAD TO KURACHOR KALAN 1.71 MTN Amount 1.71 2.58 1.71 179.95 66.5 78.79 139.06 222.59 0.79 53.4 740.29 44.08 42.29 29.66 40.99 35.25 192.27 60.5146 1337.93057705063 -131.7554 -2911.07821475917
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