Haryana State Roads And Bridges Development Corporation Limited has published Tender For Construction Of 4-Lanes Rob In Lieu Of Lc No. 3 On Rewari Narnaul Railway Line Crossing Rewari - Mohindergarh Road Integrated With 4 - Lanes Rob Of Lc No. 59 On Rewari Mohindergarh Railway Line Crossing Rewari Dadri Road.. Submission Date for this Tender is 19-05-2023. Bridge Work Tenders in rewari Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-May-2023 | CORRIGENDUM | Other | 19-05-2023 |
| 2 | 10-May-2023 | OTHER | Other | 19-05-2023 |
| Sl. No. | Item Description |
| 1 | [11.11.1]12 mm cement plaster finished with a floating coat of neat cement of mix : 1. 1:3 (1 cement: 3 fine sand) |
| 2 | [15.1.2.1]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 clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m |
| 3 | [15.1.2.2]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 clause 304 of MORTandH specifications Ordinary soil 2.2. Mechanical Means Depth 3 m to 6 m |
| 4 | [15.1.2.3]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 clause 304 of MORTandH specifications Ordinary soil 2.3. Mechanical Means Depth above 6m |
| 5 | [15.30]Bored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m MORTandH clause 1100 and 1700 Pile diameter-1200 mm |
| 6 | [15.43.4.2]Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification MORTandH clause 1100, 1500 and 1700 4.2. RCC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump |
| 7 | [15.44]Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100mm thick below the pile cap MORT&H clause 1100 & 1700 |
| 8 | [15.45]Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORTandH clause 1600 |
| 9 | [15.6.1]Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excludingPointing andPlastering, as per Drawing andTechnical Specifications MORTandH clause 1300 1. Cement Mortar 1:3 (1 cement : 3 sand) |
| 10 | [15.8.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15 |
| 11 | [15.8.5.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 5.2. RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump |
| 12 | [15.8.6.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 6.2. PCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump |
| 13 | [15.8.8.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 8.2. Using Batching Plant, Transit Mixer and Concrete Pump |
| 14 | [17.15.3]Granular Sub-Base with CoarseGraded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III material |
| 15 | [17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications |
| 16 | [17.25]Prime Coat @ 0.85kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications |
| 17 | [17.26.1]Tack Coat 1. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications |
| 18 | [17.3]Dismantling of flexible pavement by Mechanical Means Bituminous course |
| 19 | [17.30.2]Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5%by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications |
| 20 | [17.31.1]Bituminous Concrete with Batch type HMP 1. Bituminous Concrete 50 mm to 65 mm thickness (grading I) with 100-120 TPH batch type HMP Providing and laying 50 mm - 65 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.2%per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects as per technical clause 507 of MORT&H specifications as per MORTH specification |
| 21 | [17.38]Stone Matrix Asphalt (SMA) 50 mm thick Providing and laying 50 mm thick stone matrix asphalt (SMA) using stabilising additives @ 0.30% by weight in the mix, hydrated lime @ 100% using stone aggregate 20 mm, 10 mm and Drum type batch mixing plant as per standard job mix formula including additional aggregates of size 1 to 3 mm applied over the hot surface @ 1 to 2 kg per sqm immediately after compaction to achieve density of 2.3 gm per cc and Bitumen grade CRMB - 55 @ 5.8% by weightcomplete as per HSR specifications Grading - I (19 mm Nominal Size) |
| 22 | [17.4]Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications |
| 23 | [17.44]Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications |
| 24 | [17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed,over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixerwith a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. |
| 25 | [17.6]Construction of Embankmentwith Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. |
| 26 | [17.61.1]PIPE CULVERTS 1. Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P /prestressed Concrete Pipe on First Class Bedding in Single Row Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications |
| 27 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. |
| 28 | [17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. |
| 29 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 |
| 30 | [18.51.2.1]Boring hand-pump in soil with admixture of shingle. 2.1. Above 75mm dia bore but not exceeding 100mm. From 0 to 15 m. |
| 31 | [20.115.15]Supplying, erection, testing and commissioning of horizontal motor pumping set for clear water having head 20.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP as per IS marked. 15. Discharge Capacity (LPM) 1100 Power Capacity (BHP) 10 |
| 32 | [20.49.2]Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 2. Exceeding 200 mm internal diametre but not exceeding 300 mm internal diametre |
| 33 | [20.49.4]Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. Size of the main with which connection is to be made. 4. Exceeding 450 mm internal diametre but not exceeding 600 mm internal diametre |
| 34 | [20.52.1]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 1. Top Layer: Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4 mm with uniformity coefficient 2.0 to 3.0) from Ghaggar or other approved source |
| 35 | [20.52.2]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 2. Second layer Coursed sand screened, cleaned and washed and graded from 3 mm to 6 mm (from Ghaggar or approved equivalent quarry) |
| 36 | [20.52.3]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 3. Third layer Bajri (coursed) screened and washed gradedfrom20mm to25mm(from Ghaggar or approved equivalent quarry) |
| 37 | [20.52.4]providing and placing in horizontal layers filtering media screened washed and cleaned as described below - 4. Fourth layer Bajri (coursed) screened and washed gradedfrom20mm to25mm(from Ghaggar or approved equivalent quarry) |
| 38 | [20.63.1]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 1. 100 mm i/d |
| 39 | [20.63.3]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 3. 200 mm i/d |
| 40 | [20.63.8]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 8. 450 mm i/d |
| 41 | [20.68.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia |
| 42 | [20.68.2]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 2. Above 300mm dia and up to 600mm dia |
| 43 | [20.69.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths cast iron (CI) standard specials plain /flanged/ socketed confirming to IS13382 with rubber ring, nut bolts and rubber sheet such as tees, bends, tapers, caps etc. complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia |
| 44 | [20.69.2]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths cast iron (CI) standard specials plain /flanged/ socketed confirming to IS13382 with rubber ring, nut bolts and rubber sheet such as tees, bends, tapers, caps etc. complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 2. Above 300mm dia and up to 600mm dia |
| 45 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge |
| 46 | [21.38.4]`Lowering salt glazed stoneware pipes and specials into trenches for all depths and laying out the same to correct alignment gradient, level etc in trenches including all dressing and trimming of bed and sides of trenches, if required, trimming and cutting of concrete beds and joint holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching hunching and envelopes are completed. The sewer shall rest on the bed at every point throughout its length and to ensure this, it shall be grouted in without extra charge by the contractor with lime surkhi mortar, in the case of lime concrete beds and 1:3 cement sand mortar in the case of cement concrete beds including cartage from Divisional Store or nearest Railway station to site of work. The internal diameter of sewer being :-` 4. 200 mm internal diameter of sewer |
| 47 | [21.39.4]Jointing and fixing salt glazed stoneware pipes and special in trenches using cement sand mortar 1:1 and best white Italian tarred hemp/yarn including finishing and trowel ling of each joint at an angle of 45 degrees with the longitudinal axis of the pipes, watering, keeping the joints covered and wetted till the same are cured, testing the sewer lines for leakages and making all leakages and defect good, complete as laid down in the contract specifications. 4. 200 mm internal diametre of sewer |
| 48 | [21.40.4]Cutting glazed stoneware pipes and specials chipping and finishing the cut surface to a uniform finish and roughing the part of the pipes, if any entering the sockets of the adjacent pipes complete, to the satisfaction of the engineer-in-charge of the works. 4. 200 mm internal diametre of pipes |
| 49 | [21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. |
| 50 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening |
| 51 | [21.94.3]Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described initem No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mm i/d |
| 52 | [21.96.11]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 11. 630 mm Outside Dia |
| 53 | [21.96.2]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 2. 225 mm Outside Dia |
| 54 | [21.96.6]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 6. 355 mm Outside Dia |
| 55 | [21.96.9]Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISI marked HDPE pipe of PE-80 grade and PN- 4 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of all specials like bends, tees required during laying of pipe line along required alignment. 9. 500 mm Outside Dia |
| 56 | [24.4.15.3]STREET LIGHT 15.3. B.S.E.N. 10025 High Masts "Supply, installation, testing and commissioning of 20 mtr. long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 Part-3 suitable for 9/12 nos. luminaire loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufacturer with 3 nos. steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bolts, installation at site complete in all respect upto entire satisfaction of Engineer -in-Charge Thickness of Top and Bottom Section = 3 mm & 4mm (minimum) Top Dia = 150 mm and Bottom Dia = 460mm Thickness of Galvanization - Top = 65 micron (minimum) andBottom = 85 micron (minimum)" |
| 57 | [24.4.8.7]STREET LIGHT 8.7. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 9 Metre Long pole with top dia 100 mm and bottom 200 mm with base plate of size 350 x 350 x 20 mm. |
| 58 | [27.12.1.2]RCC Grade M35 1.2. With Batching Plant, Transit Mixer and Concrete Pump |
| 59 | [27.12.2.2]RCC Grade M35 2.2. With Batching Plant, Transit Mixer and Concrete Pump |
| 60 | [27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200. |
| 61 | [27.15]Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing force. Complete as per drawing and MoRTandH Specifications 2706 & 2200. |
| 62 | [27.17]Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. |
| 63 | [27.23]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 and II respectively and other parts conforming to BS: 5400, section 9.1 and 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved MoRTandH Specifications. 2000 & 2200. |
| 64 | [27.31.2.3]RCC/PSC Grade M35 Using Concrete Mixer. 2.3. For formwork and staging add the following: For T-beam & slab, 23-33 per cent of labour, material and machinery cost Height above 10m |
| 65 | [27.31.3.3]RCC/PSC Grade M35 Using Concrete Mixer. 3.3. For formwork and staging add the following: For box girder and balanced cantilever, 38-58 per cent of cost of concrete. Height above 10m |
| 66 | [27.34.1.1]Using Batching Plant,Transit Mixer and Concrete Pump. 1.1. For formwork and staging add the following: For solid/voided slab super-structure, 18-28 per centof labour, material and machinery cost Height up to 5m |
| 67 | [27.35.3.3]PSC Grade M-45 using Batching Plant, Transit Mixer and Concrete Pump 3.3. For formwork and staging add the following: For cast-in-situ box girder, segmental construction and balanced cantilever, 36-56 per centof cost of concrete. Height above 10m |
| 68 | [27.38]Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MoRTandH specifications 1600. |
| 69 | [27.39]High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and MoRTandH Specifications 1800. |
| 70 | [27.44.2]Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 2. For fixing in position |
| 71 | [27.45]PCC M15 Grade levelling course below approach slab complete as per drawing and MoRTandH MoRTandH specification clause 2700 |
| 72 | [27.46]Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTandH specification clause 1500,1600,1700 and 2704 |
| 73 | [27.55]Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer`s instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013). |
| 74 | [34.1.2]Cast in Situ Cement Concrete M20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 2. Using Concrete Batching and Mixing Plant |
| 75 | [34.19.1]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. 1. Usingretro reflective Sheeting Class C as per IRC 67 2012 |
| 76 | [34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. |
| 77 | [34.31]Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. |
| 78 | [34.36]Solar RPM/ Stud Providing and installation of solar cat eye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective polycarbonate/ methyl methecrylate lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar cat eye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 5 mm. The body of the solar cat eye shall be resistant to dust and water ingress as per IP 65 standards. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. |
| 79 | [34.37]Road Delineators Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement. In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. |
| 80 | [34.46.2]Anti-Glare Devices in Median/ Anti-glare screen with rectangular vane of MS sheet 2. Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m centre to centre, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in M-15 cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings The items of excavation and cement concrete as per approved design to be measured and paid separately. Rate of painting has been analysed separately in this chapter. |
| 81 | [34.49]Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 82 | [34.52]Gantry Mounted Variable Message Sign Board Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3 Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3 Gantry Support System |
| 83 | [34.9.1]Informatory sign board 600x450 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 |
| 84 | [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. |
| 85 | [4.16.1.2]Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1.2. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 86 | [4.16.1.3]Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1.3. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 87 | [4.17]Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). |
| 88 | [4.18]Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth up to 1.5 metre.) |
| 89 | [4.31.1]Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. 1. All kinds of soil |
| 90 | [5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) |
| 91 | [5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) |
| 92 | [5.6]Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : |
| 93 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 94 | [6.1.5]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) |
| 95 | [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 96 | [6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 97 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level |
| 98 | [6.26.1]Extra for providing richer mixes up to plinth and at all floor levels. 1. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 99 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform |
| 100 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level 6. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 101 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 102 | [7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 103 | [9.57.3]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 3. 150 mm diameter |
| 104 | [9.58.1.3]Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 1.3. Coupler 150 mm |
| 105 | Providing lowering cutting, jointing and testing PWC soated RCC pipe class NP3 as per 18-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in ttrenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2, cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish complete in all respect 600 mm i/d(NS) |
| 106 | Boring/excavation including pit making at entry and exit point to the precise dimensions for the launch of the spacialised augar boring machine in normal soil condition but in rock / boulders / any underground utility like foundation, watersupply lines coming in alignment or other underground obstructions under near ROB, RUB Gopaldev CHowk Rewari to Mohindergarh Kanina and Kosli road complete in all respect inclusing caution sign boards , signals , watching fencing , site clearance etc.MS 450 MM i/d 7 mm thickness (NS) |
| 107 | Boring/excavation including pit making at entry and exit point to the precise dimensions for the launch of the spacialised augar boring machine in normal soil condition but in rock / boulders / any underground utility like foundation, watersupply lines coming in alignment or other underground obstructions under near ROB, RUB Gopaldev CHowk Rewari to Mohindergarh Kanina and Kosli road complete in all respect inclusing caution sign boards , signals , watching fencing , site clearance etc.MS 700 MM i/d 10 mm thickness (NS) |
| 108 | Boring/excavation including pit making at entry and exit point to the precise dimensions for the launch of the spacialised augar boring machine in normal soil condition but in rock / boulders / any underground utility like foundation, watersupply lines coming in alignment or other underground obstructions under near ROB, RUB Gopaldev CHowk Rewari to Mohindergarh Kanina and Kosli road complete in all respect inclusing caution sign boards , signals , watching fencing , site clearance etc. MS 800 MM i/d 12 mm thickness(NS) |
| 109 | Providing insertion and jointing of MS casing pipe (FE-330 Grade) fabricated as per IS:3589 of 1991 from steel plates conforming to IS 2062 of sollowing sizes including cutting, leveling, grinding and radiographically welded of pipe as per IS:1182 complete in all respect and also coating of inner and outer surface of casing pipe with high builded epoxy paint to RDSO as per specification no. MandC/PCIII/88 to a dry film thickness of 250 micron for protection against corrison complete in all respect for bypass road including cartage of material to site of work and testing complete in all respect as per satisfaction of Engineer-In-Charge MS 450 MM i/d 7 mm thickness (NS) |
| 110 | Providing insertion and jointing of MS casing pipe (FE-330 Grade) fabricated as per IS:3589 of 1991 from steel plates conforming to IS 2062 of sollowing sizes including cutting, leveling, grinding and radiographically welded of pipe as per IS:1182 complete in all respect and also coating of inner and outer surface of casing pipe with high builded epoxy paint to RDSO as per specification no. MandC/PCIII/88 to a dry film thickness of 250 micron for protection against corrison complete in all respect for bypass road including cartage of material to site of work and testing complete in all respect as per satisfaction of Engineer-In-Charge MS 700 MM i/d 10 mm thickness (NS) |
| 111 | Providing insertion and jointing of MS casing pipe (FE-330 Grade) fabricated as per IS:3589 of 1991 from steel plates conforming to IS 2062 of sollowing sizes including cutting, leveling, grinding and radiographically welded of pipe as per IS:1182 complete in all respect and also coating of inner and outer surface of casing pipe with high builded epoxy paint to RDSO as per specification no. MandC/PCIII/88 to a dry film thickness of 250 micron for protection against corrison complete in all respect for bypass road including cartage of material to site of work and testing complete in all respect as per satisfaction of Engineer-In-Charge MS 800 MM i/d 12 mm thickness (NS) |
| 112 | Boring/excavation including pit making at entry and exit point to the precise dimensions for the launch of the spacialised augar boring machine in normal soil condition but in rock / boulders / any underground utility like foundation, watersupply lines coming in alignment or other underground obstructions under near ROB, RUB Gopaldev CHowk Rewari to Mohindergarh Kanina and Kosli road complete in all respect inclusing caution sign boards , signals , watching fencing , site clearance etc. MS 250 mm i/d 5.00 mm thickness (NS) |
| 113 | Boring/excavation including pit making at entry and exit point to the precise dimensions for the launch of the spacialised augar boring machine in normal soil condition but in rock / boulders / any underground utility like foundation, watersupply lines coming in alignment or other underground obstructions under near ROB, RUB Gopaldev CHowk Rewari to Mohindergarh Kanina and Kosli road complete in all respect inclusing caution sign boards , signals , watching fencing , site clearance etc. MS 600 MM i/d 8.00 mm thickness (NS) |
| 114 | Proving and insertion of MS carier pipe (FE-330 Grade) fabricated as per IS:1239 of 2004, Heavy class-`C` by providing roller arrangement for smooth insertion and anchoring of pipe through out the length with HDPE spacers at distance of 2 metres apart to avoid contract of carrier including cutting, jointing, radio graphically welding as per IS:1182 Hydraulic testing complete in all respect and also with cement mortar lining on inner surface including cartage of material to site of work complete in all respect as per satisfaction of Engineer-In-Charge MS 100 mm i/d 5.00 mm thickness (NS) |
| 115 | Proving and insertion of MS carier pipe (FE-330 Grade) fabricated as per IS:1239 of 2004, Heavy class-`C` by providing roller arrangement for smooth insertion and anchoring of pipe through out the length with HDPE spacers at distance of 2 metres apart to avoid contract of carrier including cutting, jointing, radio graphically welding as per IS:1182 Hydraulic testing complete in all respect and also with cement mortar lining on inner surface including cartage of material to site of work complete in all respect as per satisfaction of Engineer-In-Charge MS 450 MM i/d 7.00 mm thickness (NS) |
| 116 | Proving ,insertion, aligning and jointing of MS casing pipe (FE-330 Grade) fabricated as per IS:3589 of 1991 from steel plates conforming to IS 2062 of sollowing sizes including cutting, leveling, grinding and radiographically welded of pipe as per IS:1182 complete in all respect and also coating of inner and outer surface of casing pipe with high builded epoxy paint to RDSO as per specification no. MandC/PCIII/88 to a dry film thickness of 250 micron for protection against corrison complete in all respect for bypass road including cartage of material to site of work and testing complete in all respect as per satisfaction of Engineer-In-Charge MS 250 mm i/d 5.00 mm thickness (NS) |
| 117 | Recovery of Old Serviceable Material (GSB) |
| 118 | Recovery of Old Serviceable Material (BC) |
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