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| 1 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structurecomprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sortingthe dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of1000 metres) Prestressed / Reinforced cement concrete grade M-20 & above. MoRTH Spec 202. Sr. No. 2.4 i c |
| 2 | Dismantling brick work tile, masonry or tile including sorting and stacking usable material and disposal of un-usable material complete in all respect upto entire satisfaction of engineer-in-charge.CSR 8.5 b |
| 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 andother deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Mechanical Means (Depth upto 3 m)MoRTH Spec 304. Sr. No. 3.13 (i) |
| 4 | Plain Cement Concrete PCC Grade M15in Open Foundation With Batching Plant, Transit Mixer and Concrete Pumpcomplete as per Drawing and Technical Specifications.MoRTH Spec1500, 1700 & 2100 Sr. No. 12.8 C |
| 5 | 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. Pile diameter-1000 mm.RCC Grade M35 using batching plant transit mixer & Concrete pumpMoRTH Spec 1100,1600 & 1700 Sr. No. 12.24 |
| 6 | Providing Steel Liner 10 mm thick for Curbs and 6 mmthick for Steining of Wells including Fabricating andSetting out as per Detailed Drawing.MoRTH Spec 1200 & 1900 Sr. No. 12.22 |
| 7 | Extra for using Bentonite slurywith Bentonite pump in case of unstable bore. Rate of 1000 mm dia as per CSR 10.55 |
| 8 | Plain/Reinforced Cement Concrete in RCC Grade M30 Open FoundationUsing Batching Plant, Transit Mixer and Concrete Pump complete as per Drawing and Technical Specifications.MoRTH Spec 1500, 1700 & 2100 Sr. No. 12.8 |
| 9 | Reinforced cement concrete RCC Grade M30 in sub-structure Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump complete as per drawing and Technical SpecificationsMoRTH Spec 1500, 1700 & 2200 Sr. No. 13.5 |
| 10 | Furnishing and Placing Reinforced/ Prestressed cementconcrete RCC Grade M 30 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical SpecificationMoRTH Spec 1500, 1700 & 2200 Sr. No. 13.5 |
| 11 | Back filling behind abutment, wing wall and return wallcomplete as per drawing and Technical Specification. Granular materialMoRTH Spec 710.1.4. of IRC:78 & 2200 Sr. No. 13.9 a |
| 12 | 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 specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.CSR 22.17 |
| 13 | Supplying, Fitting and Placing un-coated HYSD barReinforcement in Foundation complete as per Drawingand Technical Specifications. (Integrated Plant Marked) MoRTH Spec 1600 Sr. No. 12.40 |
| 14 | Supplying, fitting and placing HYSD bar reinforcementin sub-structure complete as per drawing and TechnicalSpecifications. (Integrated Plant Marked) MoRTH Spec Section 1600 & 2200 Sr. No. 13.6 |
| 15 | Supplying, fitting and placing HYSD bar reinforcementin super-structure complete as per drawing andtechnical specifications. (Integrated Plant Marked) MoRTH Spec Section 1600 Sr. No. 14.2 |
| 16 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structurewith slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.CSR 21.35 |
| 17 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)CSR 22.8 B |
| 18 | Structural Steel/Composite Superstructure (Girders) of Grade E350 ) Supply and fabrication of mild steel as per IS 2062 including drilling, welding, riveting, grinding supply of bolts, nuts, washes, fixtures etc. at site. Assembling, erection of fabricated steel structure to proper line, level and camber as per approved drawings and technical specifications section 1900 complete including transportation and handling, painting all exposed surfaces of steel work after erection with two coat of epoxy paint including red primer & all labour consumable other material machinary tools and tackles complete as per specification and directed by engineers including furnishing of detailed erection scheme and getting the same approved from competent authority. |
| 19 | Tack Coat - Providing and applying tack coat with bitumen using bitumen pressure distributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.MoRTH Spec 503. Sr. No. 5.2 |
| 20 | Providing and laying bituminous concrete with 100-120 TPHbatch type hot mix plant producing an average output of 75tonnes per hour using crushed aggregates of specifiedgrading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control tothe required grade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers to achieve the desiredcompaction as per MORTH specification clause No. 509complete in all respectsMoRTH Spec 509. Sr. No. 5.8 |
| 21 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.MoRTH Spec 515 Sr. No. 5.14 |
| 22 | Supplying, fitting and fixing in position true to line and level POTPTFE 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 MoRTH Specifications complete as per drawing and approved Technical Specifications.CSR 21.42 |
| 23 | Providing & laying steel G.P Decking sheets 80 GSM 0.80 mm -1.60mm supllied width 950 mm -Covered width 920mm Length Custmised as per Requirment. Complete upto entire satisfaction of Engineer in charge |
| 24 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 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-with concrete mixture. CSR (22.12 A) |
| 25 | Plain cement concrete 1:3:6 nominal mix in foundation withcrushed stone aggregate 40 mm nominal size mechanicallymixed, placed in foundation and compacted by vibrationincluding curing for 14 days.MoRTH Spec 2100. Sr. No. 12.4 |
| 26 | Brick Masonary work in cement mortar 1:4 in foundation ofWalls complete excluding pointing and plastering as per drawing and technical specification Clause 1109MoRTH Spec 1300. Sr. No. 12.6 C |
| 27 | Pointing with cement mortar (1:3 ) on brick work insubstructure as per Technical Specifications.MoRTH Spec 1300 & 2200 Sr. No. 13.2 |
| 28 | Plain cement concrete PCC Grade M20 in sub-structure Height upto 5m using batching plant transit mixer & Concrete pump complete as per drawing and Technical Specifications 50 mm thick PCC, M- 20 (1:2:4)CopingMoRTH Spec 1500, 1700 & 2200 Sr. No. 13.5 |
| 29 | Back filling behind abutment, wing wall and return wallcomplete as per drawing and Technical Specification. Sandy materialMoRTH Spec 710.1.4. of IRC:78 & 2200 Sr. No. 13.9 b |
| 30 | Providing and applying 2 coats of water based cementpaint to unplastered concrete surface after cleaning thesurface of dirt, dust, oil, grease, efflorescence andapplying paint @ of 1 litre for 2 sqm.MoRTH Spec 800 Sr. No. 14.16 |
| 31 | Construction of embankment with approved materialobtained from borrow pits with all lifts and leads,transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.MoRTH Spec 305. Sr. No. 3.16 |
| 32 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting ofConcrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.CSR 29.46 R.C.C. Pipe NP -2 |
| 33 | First class dry brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses or bond, laid as described in item no. 29.22. |
| 34 | Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification and upto entire satisfaction of engineer in chargeCSR 8.27 |
| 35 | Dismantling dry brick work brickincluding Earthwork and Dismantling of Masonry Works as per Technical Specification and upto entire satisfaction of engineer in chargeCSR 8.5 i |
| 36 | Credit of Bricks recovered after Dismantling |
| 37 | Credit of Pipes recovered after removal. (70%) |
| 38 | Providing and fixing of typical PMGSY Title informatory sign board with Logo as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges.The lower plate 4mm will be fixed with MS flat of 50mm x 5mm. Theflat iron frame of plate fixed to 2 nos. 75mm x 75 mm of 4mm sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.The top diamond plate will be fixed to lower plate by 47mm x 47mm of 12 SWG steel tube.All M.S. will be stove enameled on both sides. 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 |
| 39 | Providing and fixing of typical PMGSY Maintenance sign board as per MORD specifications and drawing. Retro-reflective tape fixed on 4 mm thick Aluminium Composite material (ACM) sheet including lettering & signs as applicable background duly fixed with MS angle 25mmx25mm x 3mm size on back on edges.The plates welded with MS flat of 50mm x 5mm. Theflat iron frame of plates welded to 2 nos. MS square tubes post 75mm x 4.9 mm duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level.All M.S. will be stove enameled on both sides.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 |
| 40 | Road Marking with Thermoplastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications CSR 24.57 |
| 41 | Supplying and fixing of single mould twin shank detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body.The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgfforce in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788.The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. CSR 24.63 |
| 42 | Performing dynamic integrity test (low strain) and reporting of the tests conducted on the sample of piles selected by the Engineer-in-charge complete as per the directions of the Engineer-in-charge (i) 1000 mm dia piles |
| 43 | Performing Load accepting test as per Specifications complete in all respects. (Test must be conducted by approved / reputed agency as approved by engineer-in-charge. |
| 44 | Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) (The rates are for estimate purpose only.)a) Initial and routine load(Capacity 80 MTx 2.5times Load = 200MT) Initial and routine loadCSR 21.24 A |
| 45 | Lateral load test CSR 21.24 b |
| 46 | Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data. |
| 47 | AMC for 1st Year |
| 48 | AMC for 2ndYear |
| 49 | AMC for 3rd Year |
| 50 | AMC for 4th Year |
| 51 | AMC for 5th Year |
