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.MP37PMJM031 (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. :- MP37PMJM031 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
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Karahal Total Total Road Length 4.9 KM Amount of Construction Cost 29442081.0 Rs Amount of Mantenance Cost 1378000.0 Rs 13.5 Total Amount of PAC 30820081.0 Rs 3.0 1.0 Sl. No. SOR .no. Description of item Unit Quantity Rate Amount L117-KARAHAL KARIYADEH ROAD TO SONIPURA L118-KARAHAL KARIYADEH MEHARBANI ROAD TO BANDARHAR L116-KARAHAL KARIYADEH ROAD TO SHIV COLONY L102-KARAHAL KARIYADEH ROAD TO MANJRA RAMPURA (KHIRKHIRI) ROADA 0.0 0.0 0.0 1row(3) 2row Slab Culvert 3m Single Span Slab Culvert 3m 2 Span Slab Culvert 6m x 3span Slab Culvert 1x6m Slab Culvert 6mx2span
11.1 (IV) 11.1 (I) (ii) Earthwork 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. I Ordinary soil ii 1.5 m to 3 m depth Cum 88.92 360.0 32011.0 0.0 0.0 0.0 0.0 0.0 0.0 88.92 32011.0 32011.0 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 0.0 450.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 85.698 38564.1 0.0 75.6 69.268 31170.6 23 11.1 (III) Earthwork 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. III Hard rock (requiring blasting) Cum 44.46 652.0 28988.0 0.0 0.0 0.0 0.0 0.0 44.46 28988.0 28988.0 0.0 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 0.0 471.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 51.419 24218.349 147.662 69549.0 64.8 41.561 19575.231 23
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11.2I
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11.4 (I) (i)
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11.4 (I) (ii)
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11.4 (IV)
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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)
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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 0.0 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 8.0 603.0 4824.0 0.0 0.0 0.0 0.0 0.0 0.0 8.0 4824.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 7236.0 20.0 12060.0 4.0 0.0 23 (b) Free end anchor bar Each 8.0 1192.0 9536.0 0.0 0.0 0.0 0.0 0.0 0.0 8.0 9536.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 14304.0 20.0 23840.0 4.0 0.0 23
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12.16
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13.1 (I) (iii) 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 16.2 6156.0 99727.0 0.0 0.0 0.0 0.0 0.0 0.0 16.2 99727.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 0.0 0.0 24.188 148901.328 83.059 511311.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.5 0.0 0.0 0.0 0.0
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13.9 13.16 (III) Filler JointIII. Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Square Meter 17.1 759.0 12979.0 0.0 0.0 0.0 0.0 0.0 0.0 17.1 12979.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 17.1 12978.9 0.0 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 0.0 1034.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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 0.0 1617.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 27.0 43659.0 27.0 0.0 23
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