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| 1 | Road/Bridge Work |
| 2 | Construction/Upgra dation of Rural Road and CDs under Package No.MP13PMJM18 (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-2 Guna Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01-01-2024 District :- Guna PIU :-Guna-2 Package No. :- MP13PMJM18 Sl. No. Block Name of the Road Length in Km |
| 3 | Raghogarh Total Total Road Length 1.62 Amount of Construction Cost 9580000.0 Amount of Mantenance Cost 519000.0 Total Amount of PAC 10099000.0 Sl. No. SOR .no. Description of item Unit Quantity |
| 4 | 1.6 Setting out work completed with construction of reference benchmark/working benchmark (minimum 5per Km ), made of concrete M-10 of size 575x575x450mm with a base of size 900x900x100mm including white washing, marking of chainage, Levels etc.(As per drawing Annex-I) and reference pillars made of cut stone having minimun thickness 65 mm / precast concrete poles/concrete (M-10) filled AC pipes @ 100 m interval embaded in concrete base of M-10 of size 300x300x750mm on both sides of the formation width, marking on centre line setting out curves and recording of central line levels and other required levels and distances etc. including setting out of Cross Drainage structures with required reference pillers and marking etc. as directed by Engineer-in-Charge. The setting out work will be maintaind by the contractor till the completion of work. A. Reference benchmark/working benchmark (As per drawing annex-I) Per no. 9.0 B. Reference piller (As per drawing annex-I) Per no. 34.0 |
| 5 | 2.1 Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. Hect. 1.037 |
| 6 | 3.4 Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge Cum. 150.0 |
| 7 | 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 borrow area graded by motor grader and compacted by using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clauses 301.4 & 301.5 including, watering rolling etc complete Cum 150.0 |
| 8 | 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 perTechnical Specification Clauses 301.4, 301.5, and 303 Cum. 5797.58 |
| 9 | 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 301.4, 301.5, and 303. Cum 5499.43 |
| 10 | 4.1 (A) Construction of granular sub-base by providing well graded material having CBR >= 20, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1)(A) Crushed Stone Materials Cum. 839.52 |
| 11 | 4.8 Construction of shoulder as per clause 407 with selected soil having CBR value not less than 12 inclusive of all leads and lifts providing 4% camber I/c operations like watering, rolling and compaction etc. as per clause 303.5 Cum. 953.78 |
| 12 | 5.1 (II) Prime Coat with Silane Nanotechnology :- Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (<1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge. Sqm. 6014.13 |
| 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 treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm. 6014.13 |
| 14 | 5.9 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @ 14.6 kg/10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification Clause 508.(II)Bitumen (VG-30) Sqm 6014.13 |
| 15 | 11.4(I) |
| 16 | 11.4 (II) |
| 17 | 11.4 (IV) |
| 18 | 6.9 Cement Concrete Pavement without dowel bar M:30Construction of un-reinforced,plain cement concrete pavment ,thickness as per design over a prepared sub base /base ,with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade),coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design , laid in approved fixed side form work (steel channel , laying and fixing of 125 micron thick polythene film , wedges , steel plates including levelling the form work as per drawing ) ,spreading the concrete with showels , rakes , compacted using needle , screed and plate vibrators and finishing in continuous operation including provision of contraction , construction joints aplying debonding strips ,primer , sealent and construction joint , admixtures as approved , curing of concrete slabs for 14- days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and technical specification clause 1501 Cum. 28.97 |
| 19 | 11.1 (I) (i) |
| 20 | 9.7 A NP3 Pipes 600 mm dia @ 1 Per Km RM 30.0 |
| 21 | 9.8 (E) |
| 22 | 10.14 |
| 23 | 10.2 (II) 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 B 600 mm Circular Each 3.0 D 600 mm x 450 mm rectangular Each 4.0 E 600 mm equilateral & triangle Each 6.0 |
| 24 | 10.12 (B) A PMGSY Sign Board Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required 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 1.0 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 60 gauge sheet over frame of angle iron 25×5×3 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 1.0 |
| 25 | 10.13 Providing and fixing of typical PMGSY CITIZEN'S INFORMATION BOARD with Logo as per MORD specifications and drawing, made of 75mm square or 75mm dia. circular steel tube of 12 SWG 3.2 m hight and cross member 2 Nos. 1m long, fixed with Angle iron 50 x 50 x 5 mm MS angle on the back side 2Nos vertical and 4 Nos horizontal. It is mounted by 2 plates of 1.6mm thick and size 900 x 750 mm, the pipe shall be erracted on 600 x 600 x 750 mm foundation blocks at appropriate depth made of cement concrete 1:2:4, painted by standard color as per drawing with lettering, border, heading and logo etc. using sinthetic enamel paint of superior quality and all details as per standard drawing of PMGSY including welding, excavation, concreting, painting of base, border and lettering, painting cross section of road and other required details etc complete as directed by engineer-in-charge for any type of board wheather for flexible pavement or concrete pavement as prescribed for PMGSY. For Flexibal Pavement Each 2.0 For Rigid Pavement Each |
| 26 | 10.6 (A) Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (i) 5th Kilometre Stone (precast) Each (ii) Ordinary Kilometer Stone (Precast) Each 3.0 (iii) 200 m stone (precast) Each 7.0 |
| 27 | 14.1 Providing and fixing guard stones on curves or at any other place as directed by engineer incharge made of 220 X220X1000 mm hammer dressed stones and fixed 400mm into the ground in morum and broken agreegates block of size 500X500X500mm and painted with white and black bands in 2 coat including excavation of pit etc. complete. Each 30.0 |
| 28 | 10.1 (i) Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) Each |
| 29 | 10.15 |
| 30 | 12.1 (I) Granular Material Cum 9.3 |
| 31 | 11.7 Total CD Work |
| 32 | 9.1 (A) |
| 33 | 11.1 I upto 1.5 m depth cum 122.676 (II) Ordinary rock (not requiring blasting) Upto 3 m depth cum 29.151 (III) (III) Hard rock (requiring blasting) cum 22.928 |
| 34 | 12.5 A PCC Grade M15 Cum 140.836 |
| 35 | 13.1 II R.C.C M 25 Cum 13.32 |
| 36 | 13.1 B R.C.C grade M 20 ,For nominal mix 1:2:4 Cum 12.239 |
| 37 | 12.1 (I) Granular Material Cum 45.9 |
| 38 | 13.16 (II) |
| 39 | 12.16 |
| 40 | 12.15 Providng 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. A) Fixed end anchor bar Each 4.0 B) Free end anchor bar Each 4.0 |
| 41 | 11.4 (II) |
| 42 | 9.3 (B) |
| 43 | 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 Cum 4.1 |
| 44 | 13.2 General Manager MPRRDA,PIU Guna |
