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| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No. MP18PMJM003 (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-1 JABALPUR Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01.01.2024 District :- JABALPUR PIU :- JABALPUR-1, Package No. :- MP18PMJM003 Sl. No. Block Name of the Road Length in Km |
| 3 | Kundam |
| 4 | Kundam |
| 5 | Kundam Total Total Road Length 6.78 Amount of Construction Cost 34382713.0 Amount of Mantenance Cost 2058000.0 Total Amount of PAC 36440713.0 Rate Sl. No. SOR .no. Description of item Unit Quantity Qty Qty Qty Total Qty Amoun |
| 6 | 1.6 A. Reference benchmark/working benchmark (As per drawing annex-I) Per no 37.0 7.0 13.0 17.0 37.0 1103.0 40811.0 B. Reference piller (As per drawing annex-I) Per no 127.0 24.0 44.0 59.0 127.0 642.0 81534.0 |
| 7 | 3.3 (A) Construction of embankment, subgrade & earthen shoulders with approved material (Select soil having CBR > 7) obtained from borrow pits i/c all leads and lift and removal of top soil if any, including cost of land as a source of material, transporting to site, spreading, graded by motor grader to required slope and compacting using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 including all leads, etc. as per Technical Specification Clauses 301.3, 301.5, and 303. Cum. 14447.59 3461.15 6993.0 3993.44 14447.59 198.0 2860622.82 |
| 8 | 10.6 (A) (ii) Ordinary Kilometer Stone (Precast) Each 12.0 3.0 4.0 5.0 12.0 2203.0 26436.0 (iii) 200 m stone (precast) Each 26.0 4.0 9.0 13.0 26.0 623.0 16198.0 |
| 9 | 10.12 (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 4.0 1.0 1.0 2.0 4.0 4366.0 17464.0 |
| 10 | 10.13 |
| 11 | 10.2 (A) 900 mm equilateral & triangle Each 26.0 4.0 10.0 12.0 26.0 3695.0 96070.0 (B) 600 mm Circular Each 12.0 4.0 4.0 4.0 12.0 3531.0 42372.0 (C) 800 mm x 600 mm rectangular Each 10.0 2.0 4.0 4.0 10.0 4014.0 40140.0 (D) 600 mm x 450 mm rectangular Each 12.0 4.0 4.0 4.0 12.0 3499.0 41988.0 (E) 600 mm equilateral & triangle Each 36.0 12.0 12.0 12.0 36.0 3219.0 115884.0 |
| 12 | 10.14 (A) For 7.50 M Formation Width Each 20.0 4.0 8.0 8.0 20.0 29400.0 588000.0 |
| 13 | 10.15 |
| 14 | 10.16 |
| 15 | 11.1 (I) Ordinary soil (i) Upto 1.5 m depth Cum. 891.04 185.3 181.5 524.24 891.04 268.0 238798.72 (I) Ordinary soil (ii) 1.5 m to 3 m depth Cum. 76.75 76.75 76.75 360.0 27630.0 (II) Ordinary rock (not requiring blasting) Upto 3 m depth Cum. 46.05 46.05 46.05 450.0 20722.5 (III) Hard rock (requiring blasting) Cum. 30.697 30.697 30.697 652.0 20014.444 |
| 16 | 11.4 (I) P.C.C grade M 10 (i) Nominal mix 1:3:6 with 40 mm and down graded metal Cum. 162.692 26.25 40.33 96.112 162.692 4493.0 730975.156 (II) P.C.C grade M 15 (i) Nominal mix (1:2.5:5) with 40 mm and down graded metal Cum. 373.61 84.18 91.23 198.2 373.61 4526.0 1690958.86 (III) P.C.C grade M 20 (i) Nominal mix (1:2:4) with 40 mm and down graded metal Cum. 158.954 53.334 39.62 66.0 158.954 4875.0 774900.75 |
| 17 | 9.8 (E) NP2 Pipes 300 mm dia Rm. 125.0 25.0 40.0 60.0 125.0 433.0 54125.0 |
| 18 | 12.5 (III) P.C.C grade M 20(i) Nominal mix (1:2:4) Cum. 21.084 21.084 21.084 5156.0 108709.104 |
| 19 | 12.16 |
| 20 | 7.5 13.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1400(iii) For design mix RCC M 20 Cum. 45.07 45.07 45.07 5724.0 257980.68 13.3 Supplying, fixing, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1204.15 and 1202 ton 3.61 3.61 3.61 69078.0 249371.58 11.8 Supplying, fixing and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 ton 1.19 1.19 1.19 69078.0 82202.82 13.5` Providing and laying cement concrete wearing coat 75 mm thick M 30 grade including reinforcement of 8 mm diameter and 150 mm spacing in both direction shall be provided at the mid depth of the wearing coat etc complete as per drawing and technical specifications Clauses 800 and 1400 Cum. 5.1 5.1 5.1 12088.0 61648.8 13.6 Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900, 1404 & 1706 Rm. 37.2 37.2 37.2 3021.0 112381.2 13.9 Drainage spouts complete as per drawing and technical specifications Clause 1404.5 Nos 4.0 4.0 4.0 1651.0 6604.0 13.16 Filler Joint(III) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Sqm. 11.41 11.41 11.41 611.0 6971.51 Total 34382712.52 Say Rs. 343.83 General Manager M.P.R.R.D.A. PIU-1 Jabalpur (M.P.) |
