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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-03-2026 | Extension of Time of Bid Submission AS04361 | Date | 10-04-2026 |
| Sl. No. | Item Description |
| 1 | AS04361-MRL10-NAOKATA TO SOMKONG PAGRO to LAMAJAN TO CHARAIBARI KAMPONG |
| 2 | AS04361-Construction of Bridge over Naokata To Somkong Pagro To Lamajan To Charaibari Kampong at 2+280 |
| 3 | AS04361- Construction of Bridge over MRL10-NAOKATA TO SOMKONG PAGRO to LAMAJAN TO CHARAI at chainage 2+940 Km |
| 4 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.[SOR 25-26] [Item No. 2.2(i-a)] i. By Manual Means (A) In area of non thorny jungle |
| 5 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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.[SOR 25-26] [Item No. 2.5(I-c)] Reinforced Cement Concrete |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 [SOR 25-26] [item No.3.4 (i)] |
| 7 | Construction of Sub-grade and earthen shoulder with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m as per Technical Specification Clause 303.1 [SOR 25-26] [item No.3.14 (i)] |
| 8 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.[SOR 25-26] [item No.4.1 (A-i)]For Grading I Material |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.Using stone screening Type-B 11.2 mm for Gr.II [SOR 25-26] [item No.4.7 (II-A)]By Manual Means |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 Using stone screening Type-B 11.2 mm for Gr.III [SOR 25-26] [item No.4.7 (III-A)]By Manual Means |
| 11 | Prime Coati. Low porosityProviding and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per technical Specification Clause-502. [SOR 25-26] [Item No. 5.1 (i)] |
| 12 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleaned with hydraulic broom as per Technical Specification -503 [SOR 25-26][Item No. 5.2 (i)] |
| 13 | 20mm thick close-Graded Mix Seal Surfacing using Bituminous Binder mixing with processed waste plastice (as per IRC-SP,98-20130 by replacement of 8% Bitumen binder by weight: Providing, laying and rolling of close-graded mix seal surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using with bituminous binder (@18.25 ka per 10sqm (ic 92% of standard Bitumen and 8% waste proccessed plastice by weight shall be used for coating aggregate after its heating) as per IRC:SP: 98 2013, laying to required ine, grade and level to serve as wearing in a suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades as per technical specification clause 509 to be followed by seal coat of either Type-A,Type-B or Type-C as per technical specification. |
| 14 | Road Safety & FurnitureReinforced 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 Ordinary K.M. stone (precast)[SOR 25-26][Item No. 10.10 (ii)] |
| 15 | Reinforced cement concrete M15 grade Hectometre stone /local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing &Technical specification Clause 1703 (iii) 200 mt stone (precast) [SOR 25-26][Item No. 10.10 (iii)] |
| 16 | Providing and fixing of Reference Bench Mark / Temporary Bench Mark [RA-12] |
| 17 | Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation 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.[SOR 25-26][Item No. 10.4 (A1)] |
| 18 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. Warning Signs [600mm -Triangle] [SOR-25-26][Item No. 10.2.A1-ii] |
| 19 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. Stop Sign [600mm -Cricular] [SOR-25-26][Item No. 10.2.A1-iii] |
| 20 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 [SOR-25-26][Item 10.11] |
| 21 | Providing and fixing of typical PMGSY informatory sign board with Logo as perMORD 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 bepainted 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 [SOR-25-26] [Item No.10.16] |
| 22 | Providing & fixing Logo Board of PRADHAN MANTRI GRAM SADAK YOGNA as per standard design of National Rural Infrastructure development agency, diamond size (600 X 600 mm) 3 mm thick ACM plate and board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 [RA-7] |
| 23 | Providing & fixing of typical PMGSY Citizen's information board consisting of two Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX750mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing [RA-8] |
| 24 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflecProviding 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 and conforming to the MoSrt&H specificationstorising 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. [SOR-25-26][Item No. 16.34] |
| 25 | Cross Drainage WorksExcavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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. I Ordinary soil,A Manual Means,(I) Without dewatering,(i)upto 3 m depth [SOR-25-26][Item No. 11.1 (I)] |
| 26 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification [SOR-25-26][Item No. 11.2 (i)] |
| 27 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15 [SOR-25-26][Item No. 11.4 (I-B)] i) Nominal mix (1:2.5:5) |
| 28 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-20 [SOR-25-26][Item No. 11.4 (I-C)] i) Nominal mix Nominal mix (1:2:4) |
| 29 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, C RCC Grade M-20 [SOR-25-26][Item No. 11.4 (I-D)] |
| 30 | Supplying, fitting and placing TMT bar reinforcement in open foundation complete as per drawing and technical specifications clause 1000 and 1202 [SOR-25-26][Item No. 11.7] |
| 31 | Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15 [SOR-25-26][Item No. 12.5 (I-A)] i) Nominal mix (1:2.5:5) |
| 32 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications clauses 1002,1005,1010 &1202. [SOR-25-26][Item No. 12.6] |
| 33 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser, E RCC Grade M-20, a) Height upto 5 m,Case-I [SOR-25-26][Item No. 12.5 (I-C)] i) Nominal mix (1:2.5:5) |
| 34 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Cl. 800 and 1206.3,With crushed stone [SOR-25-26][Item No. 13.5 (I)] |
| 35 | Providing Pressure relief pipes 100 mm dia. In bottom slab of box cell on a filter media base of 500x 500 mm as per drawing and technical specfication clause 1205.5.7 [SOR-25-26][Item No. 12.14] |
| 36 | Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 25 kg beyond curtain wall. [SOR-25-26][Item No. 14.10] |
| 37 | Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. [SOR-25-26][Item No. 13.6] |
| 38 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification , 'II -Sandy material [SOR-25-26][Item No. 12.10 (ii)] |
| 39 | Providing weep holes in brick/stone masonry abutment and return wall complete [SOR-25-26][Item No. 12.9] |
| 40 | Protection WorkSupplying, filling and laying in loose with Geo-textile bags of Type-A (1.03m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed.[SOR-25-26][Item No. 16.51 (a)] With Boat1 bag = 0.721 sqm (1.03m * 0.70 m). 1sqm = 1.39 bag.(1 bag = 337 Rs. so 1.39 bag = 468.43 Rs.) |
| 41 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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. as per MORTH Section No. 304 (upto 3 m depth)(i) With pumping out water including shoring as required. |
| 42 | PCC below pile cap as per MORTH Section No. 1500,1700, 2100Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.Grade M15 PCC using concrete mixer |
| 43 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conformingto IS-9103-1999) (Pile diameter-1000 mm) -a) Using hydraulic piling rig-Bored Cast-in-situ Pile M35 (dia.=1m) as per MORTH Section No. 1100,1700 &1701 |
| 44 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications of MORTH section no 1100,1500 & 1700 A. RCC grade M-35Case I: Using concrete mixer |
| 45 | Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge. (SAIL/TATA/RINL) as per MORTH Section No. 1600 |
| 46 | Supplying, fitting and placing un -coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. (SAIL/TATA/RINL)-s per MORTH Section No. 1600 |
| 47 | Plain / Reinforced Cement Concrete in Sub- structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of de sign mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technica l specifications. RCC M-35 upto 5.0m height , MORTH Section No. 1500,1700,2200 |
| 48 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. (SAIL/TATA/RINL)-as per MORTH clause 1002,1005,1010,1202 |
| 49 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 50 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8-granular material |
| 51 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8-sandy material |
| 52 | Providing and laying of Filter media with granularmaterials/stone crushed aggregates/brick aggregates/river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abu tment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 53 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specifications.b) For max. Horizontal force within 25% of the max.Vertical load. MORTH Section No. 305 |
| 54 | Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming to IRC: 83 (Part-II) Section IX and Clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications. MORTH Section No. 305 |
| 55 | Steel plate below elastomeric bearing |
| 56 | Furnishing and Placing Reinforced / Prestressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in- Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. Height above 5.0m upto 10.0m |
| 57 | Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. (SAIL/TATA/RINL) |
| 58 | Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works. |
| 59 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in500, centre to centre spacing between vertical postnot to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications Clauses 800, 900 and 1208.3 |
| 60 | Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type ofmaterials complete as per drawing and Technicalspecification vide clause no. 2705 of MoRT&H’sSpecification for Road & Bridge Works. |
| 61 | PCC(M15) Below approach slab |
| 62 | Filler joint-Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. |
| 63 | Filler joint-Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 64 | Filler joint-Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 65 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 66 | Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture/supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for installation and clause 2506 of MORTS&H specification |
| 67 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.- stone and boulders |
| 68 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. |
| 69 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, MORTH Section No. 302 |
| 70 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV).Initial load test, MORTH Section No. 1100 |
| 71 | Lateral load test, MORTH Section No. 1100 |
| 72 | Integrity testing of pile using pile driving analyser or equivalent as appreoved by Engineer in charge and detailed in specification. Test to be carried out by approved reputed agency. Item to be include all incidental work to execute the job. |
| 73 | Span Load TestLoad testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulted design load based on design load & not span (Extra for every increase of 100.00 mt of part there for in the span load capacity upto 800.00 mt. |
| 74 | Non-destuctive testing with Ultrasonic Pulse Velocity Meter with datastorage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format , complete as directed by the department. |
| 75 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflectiveband of desired shade etc. complete as per design and as directed.Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. |
| 76 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness asper Technical Specification Clause 201. |
| 77 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a leadupto 1000 m as per Technical Specification Clause 301.5 |
| 78 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 79 | Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, lighting, guarding, barricading etc. complete as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads |
| 80 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by ecessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of pecifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 81 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by ecessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of pecifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 82 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification Clause 502 of specification of rural roads including lighting, guarding, barricading etc. complete. |
| 83 | Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads. |
| 84 | 25mm thick close-Graded Mix Seal Surfacing using Bituminous Binder mixing with processed waste plastice (as per IRC-SP,98-20130 by replacement of 8% Bitumen binder by weight: Providing, laying and rolling of close-graded mix seal surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using with bituminous binder (@18.25 ka per 10sqm (ic 92% of standard Bitumen and 8% waste proccessed plastice by weight shall be used for coating aggregate after its heating) as per IRC:SP: 98 2013, laying to required ine, grade and level to serve as wearing in a suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades as per technical specification clause 509 to be followed by seal coat of either Type-A,Type-B or Type-C as per technical specification. |
| 85 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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. as per MORTH Section No. 304 (upto 3 m depth)(i) With pumping out water including shoring as required. |
| 86 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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. as per MORTH Section No. 304 (3 m to 6 m depth)(i) With pumping out water including shoring as required. |
| 87 | PCC below pile cap as per MORTH Section No. 1500,1700, 2100Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.Grade M15 PCC using concrete mixer |
| 88 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. including providing plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conformingto IS-9103-1999) (Pile diameter-1000 mm) -a) Using hydraulic piling rig-Bored Cast-in-situ Pile M35 (dia.=1m) as per MORTH Section No. 1100,1700 &1701 |
| 89 | Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications of MORTH section no 1100,1500 & 1700 A. RCC grade M-35Case I: Using concrete mixer |
| 90 | Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge. (SAIL/TATA/RINL) as per MORTH Section No. 1600 |
| 91 | Supplying, fitting and placing un -coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. (SAIL/TATA/RINL)-s per MORTH Section No. 1600 |
| 92 | Plain / Reinforced Cement Concrete in Sub- structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of de sign mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technica l specifications. RCC M-35 upto 5.0m height , MORTH Section No. 1500,1700,2200 |
| 93 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. (SAIL/TATA/RINL)-as per MORTH clause 1002,1005,1010,1202 |
| 94 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 95 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8-granular material |
| 96 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8-sandy material |
| 97 | Providing and laying of Filter media with granularmaterials/stone crushed aggregates/brick aggregates/river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abu tment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 98 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRT&H specifications complete as per drawing and approved technical specifications.b) For max. Horizontal force within 25% of the max.Vertical load. MORTH Section No. 305 |
| 99 | Supplying, fitting and fixing in position true to line and level Elastomeric bearing conforming to IRC: 83 (Part-II) Section IX and Clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications. MORTH Section No. 305 |
| 100 | Steel plate below elastomeric bearing |
| 101 | Furnishing and Placing Reinforced / Prestressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in- Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete. as per drawing and technical specifications. Height above 5.0m upto 10.0m |
| 102 | Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. (SAIL/TATA/RINL) |
| 103 | Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works. |
| 104 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in500, centre to centre spacing between vertical postnot to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications Clauses 800, 900 and 1208.3 |
| 105 | Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type ofmaterials complete as per drawing and Technicalspecification vide clause no. 2705 of MoRT&H’sSpecification for Road & Bridge Works. |
| 106 | PCC(M15) Below approach slab |
| 107 | Filler joint-Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification. |
| 108 | Filler joint-Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. |
| 109 | Filler joint-Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 110 | Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 111 | Elastomeric Slab Seal Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specification to be installed by the manufacture/supplier or their authorisedrepresentative ensuring compliance to the manufacturers instructios for installation and clause 2506 of MORTS&H specification |
| 112 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.- stone and boulders |
| 113 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. |
| 114 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, MORTH Section No. 302 |
| 115 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV).Initial load test, MORTH Section No. 1100 |
| 116 | Lateral load test, MORTH Section No. 1100 |
| 117 | Integrity testing of pile using pile driving analyser or equivalent as appreoved by Engineer in charge and detailed in specification. Test to be carried out by approved reputed agency. Item to be include all incidental work to execute the job. |
| 118 | Span Load TestLoad testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulted design load based on design load & not span (Extra for every increase of 100.00 mt of part there for in the span load capacity upto 800.00 mt. |
| 119 | Non-destuctive testing with Ultrasonic Pulse Velocity Meter with datastorage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format , complete as directed by the department. |
| 120 | RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflectiveband of desired shade etc. complete as per design and as directed.Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. |
| 121 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness asper Technical Specification Clause 201. |
| 122 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a leadupto 1000 m as per Technical Specification Clause 301.5 |
| 123 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 124 | Construction of granular sub-base by providing well graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, lighting, guarding, barricading etc. complete as per Technical Specification clause 401&Table No. 401 of Specification of Rural Roads |
| 125 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by ecessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of pecifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 126 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by ecessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of pecifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 127 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm using mechanical means as per technical specification Clause 502 of specification of rural roads including lighting, guarding, barricading etc. complete. |
| 128 | Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 - 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per technical specification Clause 503 of specification of rural roads. |
| 129 | 25mm thick close-Graded Mix Seal Surfacing using Bituminous Binder mixing with processed waste plastice (as per IRC-SP,98-20130 by replacement of 8% Bitumen binder by weight: Providing, laying and rolling of close-graded mix seal surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using with bituminous binder (@18.25 ka per 10sqm (ic 92% of standard Bitumen and 8% waste proccessed plastice by weight shall be used for coating aggregate after its heating) as per IRC:SP: 98 2013, laying to required ine, grade and level to serve as wearing in a suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity, finished to required level and grades as per technical specification clause 509 to be followed by seal coat of either Type-A,Type-B or Type-C as per technical specification. Please Enable Macros to View BoQ information |
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