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| 1 | Road/Bridge Work |
| 2 | Construction/Upgradation of Rural Road and CDs under Package No. MP32903 (Offer Based on SSR issued by MPRRDA Effective from 01-01-2024) as per detailed BOQ attached in Annex-II A. MPRRDA, PIU- Rewa Annex-II A Bill of Quantity Details for the Percentage(%) Rate Tender Based on SSR 01-01-2024 District :- Mauganj PIU :- Mauganj, Package No. :- MP32903 Sl. No. Block Name of the Road Length in Km Amount |
| 3 | Mauganj |
| 4 | Mauganj |
| 5 | Mauganj |
| 6 | Mauganj |
| 7 | Mauganj Total Total Road Length 9.15 46908000.0 Amount of Construction Cost 46908000.0 Amount of Maintenance Cost 2880000.0 Total Amount of PAC 49788000.0 Sl.No. SOR No. Description of Item Unit Quantity |
| 8 | 1.6 A. Reference benchmark/working benchmark (As per drawing annex-I) Per no 52.0 B. Reference piller (As per drawing annex-I) Per no 184.0 |
| 9 | 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. Hact 4.26 |
| 10 | 2.5 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete Cum. (C) Reinforced Cement Concrete Cum. |
| 11 | 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. Cum. 344.03 |
| 12 | 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 30997.84 |
| 13 | 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 301.3, 301.5, and 303. Cum. 27537.26 |
| 14 | 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. 430.02 |
| 15 | 4.19 (a) Stabilized SubBase: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30 % crushed aggregate / GSB Grade II as per mix design fornormal coarse Application: 1) Rip and loosen soil with excavator / tractor operated ripper. Scarify soil with tractor operated rotavator upto the desired thickness. Mix crushed aggregates/GSBII as per mix design. (2) Spread Cement 3% by weight of soil aggregate mix on the above soil and mix with tractor operated ripper and rotavator. (3) Apply 0.75 kg /cum organosilane Nanotechnology and 0.75 kg/cum of nano acrylic Co- Polymer mixed in OMC water (<1000 ppm TDS), on the above mix and scarify it tractor operated ripper and rotavator.(4)Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. Cum 1651.91 |
| 16 | 4.2 Stabilized Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR >5% mixed with 30 % crushed aggregate / GSB Grade II as per mix design for normal coarse Application:(1) Rip and loosen soil with excavator / tractor operated ripper. Scarify soil with tractor operated rotavator upto the desired thickness. Mix crushed aggregates/GSBII as per mix design.(2) Spread Cement 4% by weight of soil aggregate mix on the above soil and mix with tractor operated ripper and rotavator. (3) Apply 0.75 kg /cum organosilane Nanotechnology and 0.75 kg/cum of nano acrylic Co- Polymer mixed in OMC water (<1000 ppm TDS), on the above mix and scarify it tractor operated ripper and rotavator.(4) Spread 20-30mm size aggregates on the graded soil surface to form 20-25 mm thick soilaggregate- cement layer.(5)Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stone embedded layer with the desired density and thickness. Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications& direction of Engineer-in-Charge. Cum 2848.5 |
| 17 | 4.21 Waterproofing on top compacted ( as per relevant MoRD specification) sub Grade soil base, shoulders with Organosilane Nanotechnology & nano acrylic co-polymer with water (<1000ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology:1 kg nano acrylic co-polymer :200 liter water spray @ 3 liter /sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-charge. Cum 44748.0 |
| 18 | 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. 2882.34 |
| 19 | 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. 3185.73 |
| 20 | 5.1 (i) 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. 21050.63 |
| 21 | 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. 13905.0 |
| 22 | 5.2 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 506. By adding organosilane addisive such as Zycotherm additive or any equivalant material to bitumen binder @ 0.1% of bitumen. Sqm. 13905.0 |
| 23 | 5,21 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 508. By adding organosilane addisive such as Zycotherm additive or any equivalant material to bitumen binder @ 0.1% of bitumen. Sqm. 13905.0 |
| 24 | 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. 21050.65 |
| 25 | 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 506. (II) Bitumen (VG-30) Sqm. 21050.63 |
| 26 | 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. 21050.64 |
| 27 | 6.9 Construction of un-reinforced, dowel jointed at expansion 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, dowel bars 25mm dia and 500mm long @25cm c/c or as per design, 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 expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to line Cum 77.25 |
| 28 | 6.11 Construction of un-reinforced, 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 admixtures as approved, curing of concrete slabs for 14-days, MORD 2014 Clause no. 1501.8. Cum 0.0 |
| 29 | 6.12 (iv) For 12.5 cm thick CC Slab (Running meter of Joint) RM of Joint 0.0 |
| 30 | 10.2 ii) Semi-Reflective Traffic signs up to 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 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 30.0 B 600 mm Circular Each 28.6 C 800 mm x 600 mm rectangular Each 13.41 D 600 mm x 450 mm rectangular Each 7.36 E 600 mm equilateral & triangle Each 41.0 F 900 mm High Octagon Each |
| 31 | 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 10.0 |
| 32 | (B) 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 5.0 |
| 33 | 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 12.0 |
| 34 | 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 cmheightper 22875.0 |
| 35 | 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) (ii)Ordinary Kilometer Stone (Precast) Each 16.0 (iii)200 m stone (precast) Each 36.0 |
| 36 | 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 820.0 |
| 37 | 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 retro reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete on flexible or rigid pavment and as directed by engineer in charge as per relevant clauses of MORD specifications. (A) For 7.50 M Formation Width Each 14.0 |
| 38 | 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 231.5 |
| 39 | 10.16 |
| 40 | 10.19 Painting Lines, Dashes, Arrows, etc., on Roads in two coats on new work with ready mixed road marking paint conforming to IS: 164 on bituminous surface, including cleaning the surface of all dirt dust and other foreign matter, demarcation at site and traffic control. (ii) upto 10 cm in width Sqm. |
| 41 | 9.8 E NP2 Pipes 300 mm dia M |
| 42 | 9.2 (ii) Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1101.5 I Sand filling Cum. |
| 43 | 9.7 (A) NP3 Pipes 600 mm dia m |
| 44 | 9.8 (A) NP3 Pipes 600 mm dia Rm 100.66 ( E ) NP2 Pipes 300 mm dia Rm 61.56 |
| 45 | 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil (i) Upto 1.5 m depth Cum 112.5 |
| 46 | 11.2 II Granular material filling Cum |
| 47 | 11.4 I P.C.C grade M 10 (i) Nominal mix 1:3:6 with 40 mm and down graded metal Cum 22.5 II P.C.C grade M 15 (i) Nominal mix (1:2.5:5) with 40 mm and down graded metal Cum 27.0 |
| 48 | 14.2 Stone/Boulder Cum |
| 49 | 14.3 CD Work |
| 50 | 9.1 Earth work in excavation of foundation of structures as per drawing and technical specification Clause 1104, including setting out,construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (A) Ordinary Soil A. Manual Means (Without dewatering) (i) Upto 1.50m depth Cum 502.43 (ii) 1.5 m to 3 m depth Cum 0.0 (iii) 3 m to 6 m depth Cum |
| 51 | 9.2 ii) Type B (First Class) Bedding Cum 0.0 Laying(FirstClass)beddingwithwellcompactedsand,moorumorapprovedgranularmaterial as per Clause 1101.5 I Sand filling Cum 40.39 |
| 52 | 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 1106. (B) 1000 mm dia m 82.5 |
| 53 | 11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 1000 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil (i) Upto 1.5 m depth Cum II Ordinary rock (not requiring blasting) Upto 3 m depth Cum III Hard rock (requiring blasting) Cum |
| 54 | 11.4 I P.C.C grade M 10 (i) Nominal mix 1:3:6 with 40 mm and down graded metal Cum 31.39 II P.C.C grade M 15 (i) Nominal mix (1:2.5:5) with 40 mm and down graded metal Cum 425.47 |
| 55 | 12.5 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) Cum III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) IV. R.C.C grade M 20 Cum |
| 56 | 12.1 I) Granular material Cum 43.66 |
| 57 | 12.15 (A) Fixed end anchor bar Each (B) Free end anchor bar Each |
| 58 | 12.16 |
| 59 | 13.1 I R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum II R.C.C M 25 Cum |
| 60 | 13.16 III Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications Sqm. V Providing and fillling joint in CC pavement as per IS 3873/ IRC specification 100x10 recess to be filled with coarse sand with bitumin (6.0% by weight) sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. |
| 61 | 10.22 Providing & fixing in position red retro reflective tape 40-50 mm wide of approved quality at trees, eclectic poles, CD / Bridge parapet etc or any type of hindrance / obstructions. The tape should be fixed preferably at 1 m above ground level {(i). with minimum three rounds in bands with spacing 150 mm to 200 mm c/c (ii) or in shape of straight strips with spacing 150 mm to 200 mm c/c} as per requirement and direction of engineer incharge. RM |
| 62 | 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. 25.24 GM MPRRDA PIU Mauganj Please Enable Macros to View BoQ information |
