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.MP37PMJM028 (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. :- MP37PMJM028 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
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Karahal Total Total Road Length 1.35 KM Amount of Construction Cost 7375003.0 Rs. Amount of Mantenance Cost 313000.0 Rs. 13.5 Total Amount of PAC 7688003.0 Rs. 2.0 1.0 Sl. No. SOR .no. Description of item Unit Quantity Rate Amount L109-PYARIPURA TO PYARIPURA KA DANDA L105-AJAPURA AWDA GORAS ROAD TO DHABA KA TAPRA L108-MAYAPUR ROAD TO HANUMANKHEDA L091-BABDI CHAPA TO BANJARA BASTI (BABDICHAPA) ROAD L107-MAYAPUR SHAHPURA ROAD TO MAHUASAUT KI RUNDI BADRENTHA ADIWASI BASTI (LAHRONI) 1row(3) 2row Slab Culvert
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1.6 (A)
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1.6(B)
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2.6 (B)II
11
3.1 (A)
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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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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 0.0 0.0 0.0 0.0
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 0.0 450.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 75.6 75.6 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 64.8 64.8 0.0
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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 (a) Fixed end anchor bar Each 0.0 603.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 4.0 0.0 (b) Free end anchor bar Each 0.0 1192.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 4.0 0.0
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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 0.0 6156.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 24.48 24.48 0.0
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13.16 (III)
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13.17
60
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 27.0 27.0 0.0 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 27.0 27.0 0.0
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