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| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No. MP50PMJM28 (Offer Based on SSR issued by MPRRDA Effective from 01-01-2024) as per detailed BOQ attached in Annex-II A. MPRRDA, PIU- Singrauli Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01-01-2024 District :- Singrauli , PIU :- Waidhan , Package No. :- MP50PMJM28 Sl. No. Block Name of the Road Length in Km |
| 3 | Waidhan Total Total Road Length 6.4 Amount of Construction Cost 31439000.0 Amount of Maintenance Cost 2082000.0 Total Amount of PAC 33521000.0 Sl.No. SOR No. Description of Item Unit Quantity |
| 4 | 1.6 A. Reference benchmark/working benchmark (As per drawing annex-I) Per no 33.0 B. Reference piller (As per drawing annex-I) Per no 128.0 |
| 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. Hec. 3.2 |
| 6 | 2.5 (b) Cement Concrete Cum 281.25 (c) Reinforced Cement Concrete Cum 15.0 |
| 7 | 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 994.95 |
| 8 | 3.2 A. Construction of embankment with approved materials deposited at site from roadway cutting 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. (I) Ordinary /Hard Soil of the material obtained from excavation of drain is used for embankment construction. (II) Ordinary / Hard Soil (Obtained from cutting of road) Cum 858.04 |
| 9 | 3.3 B. Construction of embankment, subgrade & earthen shoulders with approved material 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, as per Technical Specification Clauses 301.4, 301.5, and 303. Net required quantity for Embankment Cum 36500.087 |
| 10 | 4.1 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 4211.62 |
| 11 | 4.7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricating and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Cum 3900.13 |
| 12 | 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 3168.0 |
| 13 | 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 26141.13 |
| 14 | 5.2 (iii) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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 26141.13 |
| 15 | 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 26141.13 |
| 16 | 5.12 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B (II) Bitumen (VG-30) Sqm 26141.13 |
| 17 | 10.1 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 1701 i) Hindi (Matras commas and the like not to be measured and paid for. Half letters shall be counted as half only) per cm height per 16000.0 |
| 18 | 10.6 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 (A) i) 5th Kilometre Stone (precast) Nos. 1.0 ii) Ordinary Kilometer Stone (Precast) Nos. 7.0 iii) 200 m stone (precast) Nos. 25.0 |
| 19 | 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 with redimix enamel paint including excavation of pit etc. complete. Each 100.0 |
| 20 | 10.12 (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 2.0 (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 1.0 |
| 21 | 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. Each 2.0 |
| 22 | 10.2 i) Semi-Reflective Traffic signs more than 0.90 sqm size board Providing and erecting cautionary, mandatory, informatory, direction and place identification 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 with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 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 10.0 B 600 mm Circular Each 10.0 C 800 mm x 600 mm rectangular Each 10.0 D 600 mm x 450 mm rectangular Each 10.0 E 600 mm equilateral & triangle Each 10.0 |
| 23 | 10.14 Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. A For 7.50 M Formation Width Each 1.0 |
| 24 | 10.15 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Sqm 240.0 |
| 25 | 10.16 White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 Sqm 34.2 |
| 26 | 10.21 Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. Nos 18.0 Inauguration / Foundation stones laying ceremony DPR Preparation Cost @ Rs 7899 / Km Km 6.4 |
| 27 | 11.1 (I-i) Cum 207.0 |
| 28 | 11.4(i) Cum 56.162 |
| 29 | 11.4 Cum 213.33 |
| 30 | 12.9 RMT. 70.0 |
| 31 | 9.4 RMT. 75.0 |
| 32 | 9.8 (E ) (C) NP2 Pipes 600 mm dia Rm 213.0 ( E ) NP2 Pipes 300 mm dia Rm 128.0 CD Work |
| 33 | 9.1 (A) cum 332.64 (II) 1.5 to 3.0 MT Face wall cum 45.6 |
| 34 | 9.2 (II) I. Sand filling Below Face wall Below pipes cum 68.18 |
| 35 | 11.4 (I) Foundation Concrete cum 23.15 |
| 36 | cum 92.83 |
| 37 | 11.1(i) (i) up to 1.5m depth cum 84.284 (ii) 1.5m to 3m depth cum 39.6 cum 84.28 Ordinary rock (not requiring blasting) cum 39.6 cum 39.6 |
| 38 | 11.2 (ii) cum 3.21 |
| 39 | 11.2 (ii) P.C.C grade M 15 cum 20.92 |
| 40 | 11.2 (iii) P.C.C grade M 20 cum 98.11 |
| 41 | 12.5 (iii) P.C.C grade M 20 cum 45.785 |
| 42 | 13.1 iii R.C.C grade M 25 cum 7.55 R.C.C M 30 cum 5.04 |
| 43 | 13.2 t 0.61 |
| 44 | 13.5 cum 1.58 |
| 45 | 13.9 nos 2.0 |
| 46 | 13.6 RM 20.0 |
| 47 | 12.9 Rmt. 30.0 |
| 48 | 12.6 For number of Pillers 8 mm Dia Ring 8 mm Dia @ 0.394 kg/m = 5.122 kg T 1.93 |
| 49 | 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 (B) 1000 mm dia RM 75.0 |
| 50 | 12.1 Below Face wall cum 40.472 |
| 51 | 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 34.96 |
| 52 | 9.7 © |
| 53 | 3.3 Please Enable Macros to View BoQ information |
