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| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No. -MP40903 (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 SHIVPURI Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR - 01-01-2024 District :- -Shivpuri PIU :- Shivpuri Package No. :- MP40903 Sl. No. Block Name of the Road Length in Km |
| 3 | Karera |
| 4 | Karera |
| 5 | Karera |
| 6 | Karera |
| 7 | Karera Total Total Road Length 8.6 Amount of Construction Cost 50534000.0 Amount of Mantenance Cost 2379000.0 Total Amount of PAC 52913000.0 taprian matwai Khairakotiya Janakpur Patpara Majra Sl. No. SOR .no. Description of item Unit Quantity Rate Amount Quantity Rate Amount Quantity Rate Amount Quantity Rate Amount Quantity Rate Amount Quantity Rate Amount |
| 8 | 1.6 A. Reference benchmark/working benchmark (As per drawing annex-I) per no 44.0 1103.0 48532.0 12.0 1103.0 13236.0 10.0 1103.0 11030.0 8.0 1103.0 8824.0 4.0 1103.0 4412.0 10.0 1103.0 11030.0 B. Reference piller (As per drawing annex-I) per no 172.0 642.0 110424.0 46.0 642.0 29532.0 38.0 642.0 24396.0 32.0 642.0 20544.0 16.0 642.0 10272.0 40.0 642.0 25680.0 |
| 9 | 3.2 A. Construction of embankment with approved materials deposited at site from roadwaycutting and excavation from drain and foundation of other structures or from borrowarea graded by motor grader and compacted by using vibratory rollers of 80 to 100 kNstatic weight to meet requirement of Tables 300.1 and 300.2 as per TechnicalSpecification Clauses 301.3 & 301.5 including, watering rolling etc complete. cum 1141.37 80.0 91309.6 80.0 0.0 273.6 80.0 21888.0 366.97 80.0 29357.6 128.0 80.0 10240.0 372.8 80.0 29824.0 3.3A Construction of Embankment, subgrade & earthen shoulders with Material Obtained fromBorrow Pits 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 removalof 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 vibratoryrollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2including all leads, etc. as per Technical Specification Clauses 301.3, 301.5, and 303. cum 17185.79 198.0 3402786.42 5470.0 198.0 1083060.0 4162.79 198.0 824232.42 198.0 0.0 1824.0 198.0 361152.0 5729.0 198.0 1134342.0 |
| 10 | 3.3 B Construction of embankment, subgrade & earthen shoulders with approved materialobtained from borrow pits i/c all leads and lift and removal of top soil if any, includingcost of land as a source of material, transporting to site, spreading, graded by motorgrader to required slope and compacting using vibratory rollers of 80 to 100 kN staticweight to meet requirement of Tables 300.1 and 300.2 including all leads, as per cum 16029.64 163.0 2612831.32 3698.98 163.0 602933.74 3257.33 163.0 530944.79 4742.57 163.0 773038.91 1389.6 163.0 226504.8 2941.16 163.0 479409.08 |
| 11 | 4.1 A Crushed stone materials cum 4319.63 1069.0 4617684.47 1235.0 1069.0 1320215.0 1066.93 1069.0 1140548.17 807.45 1069.0 863164.05 305.4 1069.0 326472.6 904.85 1069.0 967284.65 |
| 12 | 5.1 (i) Prime Coat with bitumen emulsion :- Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as perTechnical Specification Clause 502 sqm 24018.63 52.0 1248968.76 6300.0 52.0 327600.0 4528.13 52.0 235462.76 4725.0 52.0 245700.0 2047.5 52.0 106470.0 6418.0 52.0 333736.0 |
| 13 | 5.2 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsiondistributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treatedwith primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. sqm 24018.63 17.0 408316.71 6300.0 17.0 107100.0 4528.13 17.0 76978.21 4725.0 17.0 80325.0 2047.5 17.0 34807.5 6418.0 17.0 109106.0 |
| 14 | 5.9 (ii) Bitumen (VG-30) sqm 19293.63 137.0 2643227.31 6300.0 137.0 863100.0 4528.13 137.0 620353.81 137.0 0.0 2047.5 137.0 280507.5 6418.0 137.0 879266.0 |
| 15 | 5.12 Case - II : Type B (ii) Bitumen (VG-30) sqm 19293.63 50.0 964681.5 6300.0 50.0 315000.0 4528.13 50.0 226406.5 50.0 0.0 2047.5 50.0 102375.0 6418.0 50.0 320900.0 |
| 16 | 5.11 6.7 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade withcoarse and fine aggregate conforming to IS: 383, the size of coarse aggregate notexceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradationafter blending to be as per table 600-1, cement content not to be less than 150 kg/ cum,optimum moisture content to be determined during trial length construction, concretestrength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported tosite, laid with a paver , compacting with 8-10 tonnes vibratory roller, finishing and curing. cum 102.0 2716.0 277032.0 5770.0 0.0 5770.0 0.0 60.0 2716.0 162960.0 42.0 2716.0 114072.0 2716.0 0.0 |
| 17 | 9.1 A Ordinary soil 0.0 0.0 0.0 0.0 (i) Upto 1.5 m depth cum 1137.755 268.0 304918.34 333.08 268.0 89265.44 231.165 268.0 61952.22 136.4 268.0 36555.2 126.06 268.0 33784.08 311.05 268.0 83361.4 (ii) 1.5 m to 3 m depth 0.0 0.0 0.0 0.0 0.0 (a) Add extra for dewatering where required cum 0.0 360.0 0.0 360.0 0.0 360.0 0.0 360.0 0.0 360.0 0.0 360.0 0.0 I Ordinary rock Upto 3 m depth Add extra for dewatering where required cum 0.0 450.0 0.0 450.0 0.0 450.0 0.0 450.0 0.0 450.0 0.0 450.0 0.0 III Hard rock (requiring blasting) cum 0.0 660.0 0.0 660.0 0.0 660.0 0.0 660.0 0.0 652.0 0.0 652.0 0.0 |
| 18 | 9.3 (B) 1000 mm dia M 127.5 5009.0 638647.5 37.5 5009.0 187837.5 7.5 5009.0 37567.5 22.5 5009.0 112702.5 15.0 5009.0 75135.0 45.0 5009.0 225405.0 (F) 600 mm dia M 150.0 1967.0 295050.0 40.0 1967.0 78680.0 30.0 1967.0 59010.0 30.0 1967.0 59010.0 20.0 1967.0 39340.0 30.0 1967.0 59010.0 0.0 0.0 0.0 0.0 |
| 19 | 9.8 (E) NP2 Pipes 300 mm dia M 320.0 433.0 138560.0 80.0 433.0 34640.0 60.0 433.0 25980.0 60.0 433.0 25980.0 30.0 433.0 12990.0 90.0 433.0 38970.0 |
| 20 | 10.1 (i) Hindi (Matras commas and the like not to be measured and paid for. Half letters shallbe counted as half only) per cmheightper 2500.0 1.0 2500.0 500.0 1.0 500.0 500.0 1.0 500.0 500.0 1.0 500.0 500.0 1.0 500.0 500.0 1.0 500.0 |
| 21 | 10.2 (i) Retro-Reflective Traffic signs more than 0.90 sqm size board each 9.24 5964.0 55107.36 2.38 5964.0 14194.32 2.38 5964.0 14194.32 1.08 5964.0 6441.12 1.02 5964.0 6083.28 2.38 5964.0 14194.32 (ii) Retro-Reflective Traffic signs up to 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and placeidentification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S.Sheet duly stove enameled paint white colour in front and grey colour on back withreflective border of 70 mm width and required message, letters, figures with reflectivetape of engineering grade as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47 mm of 12 SWG square tube of 3050 mm heightduly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to theground by means of properly designed foundations with M-15 grade cement concrete450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 (A) 900 mm equilateral & triangle each 26.0 3695.0 96070.0 6.0 3695.0 22170.0 6.0 3695.0 22170.0 4.0 3695.0 14780.0 4.0 3695.0 14780.0 6.0 3695.0 22170.0 (B) 600 mm Circular each 7.0 3531.0 24717.0 2.0 3531.0 7062.0 1.0 3531.0 3531.0 1.0 3531.0 3531.0 1.0 3531.0 3531.0 2.0 3531.0 7062.0 (D) 600 mm x 450 mm rectangular each 7.0 3499.0 24493.0 2.0 3499.0 6998.0 1.0 3499.0 3499.0 1.0 3499.0 3499.0 1.0 3499.0 3499.0 2.0 3499.0 6998.0 |
| 22 | 10.12 (A) PMGSY Sign Board Providing and fixing of typical PMGSY informatory sign board with Logo as per MORDspecifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly weldedwith MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MSangle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flatiron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes postsduly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mmbelow ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mmof 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printingarrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality inrequired shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 each 5.0 14180.0 70900.0 1.0 14180.0 14180.0 1.0 14180.0 14180.0 1.0 14180.0 14180.0 1.0 14180.0 14180.0 1.0 14180.0 14180.0 (B) PMGSY Logo Board Providing 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 7.0 4366.0 30562.0 2.0 4366.0 8732.0 1.0 4366.0 4366.0 1.0 4366.0 4366.0 1.0 4366.0 4366.0 2.0 4366.0 8732.0 (c ) Construction of cement concrete PMGSY information board Construction of cement concrete PMGSY information board in CC 1:2.5:5 (M15) with skinreinforcement of 8 mm dia TMT bars @ 300 mm C/C both ways size (as per drawing annexure-ii) including excavation, base concrete (M-15), priming, painting two coats synthetic enamel paint onnew concrete surface including painting-figring Logo and Slogen including writing of allinformation about the road etc. complete. As directed by the Engineer incharge. each 5.0 10343.0 51715.0 1.0 10343.0 10343.0 1.0 10343.0 10343.0 1.0 10343.0 10343.0 1.0 10343.0 10343.0 1.0 10343.0 10343.0 |
| 23 | 10.13 |
| 24 | 10.6 A (ii) Ordinary Kilometer Stone (Precast) each 16.0 2203.0 35248.0 4.0 2203.0 8812.0 3.0 2203.0 6609.0 3.0 2203.0 6609.0 2.0 2203.0 4406.0 4.0 2203.0 8812.0 (iii) 200 m stone (precast) each 42.0 623.0 26166.0 11.0 623.0 6853.0 9.0 623.0 5607.0 8.0 623.0 4984.0 4.0 623.0 2492.0 10.0 623.0 6230.0 |
| 25 | 10.14 A For 7.50 M Formation Width each 10.0 29400.0 294000.0 2.0 29400.0 58800.0 2.0 29400.0 58800.0 2.0 29400.0 58800.0 2.0 29400.0 58800.0 2.0 29400.0 58800.0 |
| 26 | 10.15 10.18 Type- A, \\"W\\" : Metal Beam Crash Barrier Providing and erecting a \\"W\\" Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC serieschannel vertical post, 150X75X5mm spaced 2 m centre-to-centre, 1.8 m high, 1.1 mbelow ground/road level, all steel parts and fitments to be galvanised by hot dipprocess, all fittings (to conform t IS:1367 & IS:1364 metal beam mail) be fixed on thevertical post with a spacer of channel section 150x75x5mm. 330mm long complete as per Clause 810. RM 200.0 3725.0 745000.0 0.0 3725.0 0.0 200.0 3725.0 745000.0 3725.0 0.0 3725.0 0.0 3725.0 0.0 |
| 27 | 11.1 (i) Upto 1.5 m depth cum 292.44 268.0 78373.92 146.22 268.0 39186.96 146.22 268.0 39186.96 268.0 0.0 268.0 0.0 268.0 0.0 |
| 28 | 11.1 I Ordinary rock Upto 3 m depth Add extra for dewatering where required cum 86.44 450.0 38898.0 43.22 450.0 19449.0 43.22 450.0 19449.0 450.0 0.0 450.0 0.0 450.0 0.0 III Hard rock (requiring blasting) cum 43.22 652.0 28179.44 21.61 652.0 14089.72 21.61 652.0 14089.72 652.0 0.0 652.0 0.0 652.0 0.0 a Add extra for dewatering where required cum 0.0 58.0 0.0 58.0 0.0 0.0 58.0 0.0 58.0 0.0 58.0 0.0 58.0 0.0 |
| 29 | 11.4 I P.C.C grade M 10 (i) Nominal mix 1:3:6 with 40 mm and down graded metal cum 172.288 4493.0 774089.984 65.12 4493.0 292584.16 37.81 4493.0 169880.33 16.736 4493.0 75194.848 14.86 4493.0 66765.98 37.762 4493.0 169664.666 |
| 30 | 11.4 II P.C.C grade M 15 (i) Nominal mix (1:2.5:5) with 40 mm and down graded metal cum 1467.393 4526.0 6641420.718 488.33 4526.0 2210181.58 441.82 4526.0 1999677.32 166.803 4526.0 754950.378 110.96 4526.0 502204.96 259.48 4526.0 1174406.48 |
| 31 | 12.1 I Granular material cum 197.36 818.0 161440.48 90.15 818.0 73742.7 70.65 818.0 57791.7 9.75 818.0 7975.5 7.31 818.0 5979.58 19.5 818.0 15951.0 |
| 32 | 12.15 A Fixed end anchor bar each 8.0 603.0 4824.0 4.0 603.0 2412.0 4.0 603.0 2412.0 603.0 0.0 603.0 0.0 603.0 0.0 B Free end anchor bar each 8.0 1192.0 9536.0 4.0 1192.0 4768.0 4.0 1192.0 4768.0 1192.0 0.0 1192.0 0.0 1192.0 0.0 |
| 33 | 12.16 |
| 34 | 13.1 I R.C.C grade M 20 For nominal mix 1:2:4 cum 9.288 5864.0 54464.832 4.644 5864.0 27232.416 4.644 5864.0 27232.416 5864.0 0.0 5864.0 0.0 5864.0 0.0 II R.C.C M 25 cum 48.96 6156.0 301397.76 24.48 6156.0 150698.88 24.48 6156.0 150698.88 6156.0 0.0 6156.0 0.0 6156.0 0.0 |
| 35 | 13.16 III Providing and fixing 20 mm thick compressible fibre board in expansion joint completeas per drawing and technical specifications sqm 11.25 611.0 6873.75 5.625 611.0 3436.875 5.625 611.0 3436.875 611.0 0.0 611.0 0.0 611.0 0.0 |
| 36 | 14.1 50534450.949 14714152.163 369169.0 12581779.027 7750060.203 4675879.554 10812580.002 General Manager MPRRDA,PIU SHIVPURI |
