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| 1 | Road/Bridge Work |
| 2 | Construction of Rural Roads/CDs Bridges Under Package No. MP 29923 (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, Raisen Annex-II A Bill of Quantity Details for the Percentage (%) Rate Tender AS PER SOR 01-01-2024 District :- Raisen PIU :- Raisen, Package No. :- MP29923 Sl. No. Block Name of the Road Length (in km) |
| 3 | Sanchi |
| 4 | Sanchi |
| 5 | Sanchi Total 6.04 Amount of Construction Cost 434.13 Lacs Amount of Mantenance Cost 15.86 Lacs Total Amount of PAC 449.99 Lacs Sl. No. SOR .no. Description of item Unit Quantity |
| 6 | 1.6 B. Reference piller (As per drawing annex-I) Per no 120.0 |
| 7 | 3.3(B) |
| 8 | 5.1(I) |
| 9 | 5.2(II) |
| 10 | 5.9(ii) |
| 11 | 6.12 (IV) |
| 12 | 11.4(ii) |
| 13 | 11.4(i) |
| 14 | 11.4(ii) |
| 15 | 9.8 (E ) (A) NP3 Pipes 600 mm dia RM 80.0 ( E ) NP2 Pipes 300 mm dia RM 100.0 |
| 16 | 10.12 |
| 17 | 10.12 |
| 18 | 10.12 |
| 19 | 10.13 |
| 20 | 10.2 A . 900 mm equilateral & triangle Each 14.0 B 600 mm Circular Each 10.0 C 800 mm x 600 mm rectangular Each 5.0 D 600 mm x 450 mm rectangular Each 6.0 E 600 mm equilateral & triangle Each 17.0 F 900 mm High Octagon Each 5.0 |
| 21 | 10.6 (A) ii) Ordinary Kilometer Stone (Precast) Each 5.0 iii) 200 m stone (precast) Each 25.0 |
| 22 | 14.10 |
| 23 | 10.14 |
| 24 | 10.15 |
| 25 | 11.1 (II) Ordinary rock (not requiring blasting)i. Upto 3 m depth Cum 22.23 i)in rock Upto 3 m depth Cum 94.03 iv)hard rock (not requiring blasting) Cum 91.49 |
| 26 | 11.4(i) |
| 27 | 12.5 Cum 88.37 Cum 17.64 |
| 28 | 10.16 |
| 29 | 9.1 (A) (I) Ordinary Soil 45.68 (II) 1.5 to 3.0 MT Face wall cum 2.85 45.68 5.71 |
| 30 | 9.2 (I) |
| 31 | 11.4 (I) Foundation Concrete cum 2.85 |
| 32 | 12.5 (II-i) Face wall 0.0 Pipe In Casing 0.0 Number Pillers 0.0 0.0 Deduction of opening of pipe 0.0 cum 31.67 |
| 33 | 12.6 For number of Pillers 8 mm Dia 0.0 Ring 8 mm Dia 0.0 @ 0.394 kg/m = 5.122 kg T 0.0 |
| 34 | 9.3 Providing and laying ISI mark reinforced cement concrete hume pipe NP3 for culverts on first class bedding of granular material in single row including jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonry works in head walls and parapets Clause 1101.6 20.0 (B) 1000 mm dia RM 37.5 |
| 35 | 12.1 Below Face wall 7.94 Granular material cum 677.65 |
| 36 | 7.5 Construction of un-reinforced and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, cum 15.2 |
| 37 | 11.1 Cum. 5.64 |
| 38 | 12.9 Nos. 171.0 |
| 39 | 13.16 Sqm 22.17 |
| 40 | 13.5 Cum 12.72 |
| 41 | 12.9 RM 160.0 |
| 42 | 12.16 |
