Ahmedabad Urban Development Authority-AUDA has published Construction Of Two Grade Separators / Flyovers And Improvement Of Road Geometry At Shilaj And Sindhu Bhawan Junction On The Ahmedabad S.P. Ring Road.. Submission Date for this Tender is 09-11-2022. Road Work Tenders in ahmedabad Gujarat. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Oct-2022 | Addendum1 PKG6 Pricebid | Financial Bid | 03-11-2022 |
| 2 | 17-Oct-2022 | Addendum1 PKG6 Technical bid | Technical Bid | 03-11-2022 |
| 3 | 21-Oct-2022 | Addendum2 PKG 6 Technical bid | Technical Bid | 03-11-2022 |
| 4 | 01-Nov-2022 | Addendum 3 PKG 6 Date | Date | 09-11-2022 |
| Sl. No. | Item Description |
| 1 | Foundation stone laying and bridge inauguration ceremony as directed by engineer in charge. |
| 2 | Carry outcomplete alignment grid survey work by total station along bridge alignment with approaches and service road length including marking of centre line of alignment, taking ground leveldetails of existing structures, details of all manholes, catch pits, pipe line, valves, light poles, trees, overhead electrical lines, BSNL section pillar / box, Torrent electrical boxes, PMT including number marked on them, road dividers, footpaths, etc. within 40 m from centre line and providing, fixing necessary reference pillars, establishing bench mark, establishing foundation layout on ground, including submission longitudinal section, cross section and drawing report of survey work in three hard copies with soft copy in CDto Engineer-in-charge as directed. |
| 3 | Carryout soil investigation work including drilling 150 mm dia bore holes in all sorts of soil, ordinary rock and hard rock, up to maximum depth as mentioned, collection undisturbed samples and conduction standard penetration tests alternate at an interval of 1.5 to 2.0 m depth, conducting necessary laboratory tests for all type of classification and determination of soil parameters if required, including submission of report in three copies covering investigation data and recommendation for SBC and the pile capacity considering the design criteria, all perspecification. 1) The rate is inclusive of submitting soil investigation report in three sets in hard copy as well soft copies. 2) The rate is inclusive of all materials with contractor"s labour, tolls and plants, machineries, as required. 3) The rate is inclusive of all taxes including services tax. For up to 40Mt. depth. |
| 4 | Demarcation of road alignment including marking out road line by providing and fixing wooden pegs or steel rod of required size at every 25 M to 50 M including excavating trenches on both sides of 0.30 m x 0.30m including supplying of labours and all materials for every work etc. complete. as per specification and as directed by Engineer in charge. |
| 5 | Dismantling of flexible pavements (Bituminous surface and Crust)and disposal of dismantled materials with all lead and lift, stacking serviceable and unserviceable materials separately as directed by engineer in charge. |
| 6 | Dismantling of Structures (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 meters) By Mechanical Means for items Prestressed / Reinforced cement concrete grade M-20 & above |
| 7 | Providing, installation and maintaintemporary barricading of 3.0 m clear height with retro - reflective paint ,film, tapesfor the construction of bridge along with necessary diversion arrangement for existing traffic movement in an unobstructed condition. Temporary barricade shall be of plain MS sheet 16 Gauge fixed with steel frame structure as per drawing, painting with synthetic enamel paint (including primer) of approved colour, lettering i.e. work in progress, short name of work, direction arrows etc. and logo of AUDA. Blinkers shall be provided on top of barricading @ every 10 m. Rate to be inclusive of all materials, retroflected film, reflective paint, tapes,blinkers , fabrication works, paint works, foundation works, transportation, loading, unloading, installation, removing, dismantling. No extra rate will be given to the contractor in case of any delays for his part for construction or due to any valid time limit extensions. Each barricading sheet is to be numbered with a unique number. If shifting of barricading is required with in the project boundary than contractor should shift, relocate the same sheet, barricades as required and no extra payment made for shifting, relocation .After the completion of project, the ownership of barricading will remain with the contractor. Barricading shall be kept cleaned as per the instruction of Engineer in charge. |
| 8 | Submit colour photographs (2592 x 1944 pixels, 5 MP) of the works supply at monthly intervals (minimum 50 photos of different stage of work submitted along with each R. A. Bill), one set of hard copy not less than 5" X 7" for the works carried out during month. Photos are also to be submitted in form of soft copy (CD) as directed by the Engineer-in-charge. Photos are also to be submitted in the form of soft copy (DVD/CD) on monthly basis as directed by engineer in charge. |
| 9 | Providing and Carrying out HD Video (1920 x 1080 pixels) shooting of the project progress on Quarterly basis including necessary, editing, mixing, titling, lettering, narrating, sounding and making 2 sets of DVDs of approved quality as per the directions of Engineer In Charge. |
| 10 | Providing, fabricating and fixing in position Temporary Height barriers, other elements from Structural steel sections such as ISMB, ISMC, ISHB, any rolled section, hollow section, any type of plate etc. The rate to be inclusive of all charges such as loading, unloading, transporting, cost of fabrication, erection, all accessories to be used for connection, anti corrosive primer and paint of approved make/ shade and cleaning works, inclusive of all taxes and cost of Blinkers to be installed. Moreover, the ownership of these Height Barriers after the completion of project will lie with the contractor. Rate including removal of Height barriers after completion of work. (i.e. Height barriers will be property of contractor after completion of work. Rate is only for providing and maintaining temporary work during construction work) as directed by engineer in charge. |
| 11 | Dismantling the existing junction (Roundabout) including removing Paver Block , Kerb, PCC, RCC, Brick masonry, any type of Cladding, Steel /MS Railing, Structural steel ,any type ofutility lines, Sculpture etc. and stacking the serviceable and unserviceable materials separately materials as and where directed by Engineer in Charge and disposed unserviceable materialswith all lead & lead . |
| 12 | Excavation for pile caps, foundation of pier, pile cap beam ,retaining wall etc. in all categories of soils, such as sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock etc. as per specification for depth below ground level as mention. The rate is inclusive of contractor"s own machinery and equipment, labour, taxes, temporary works, consumables. leading & lifting, shoring, strutting, timbering and buttressing with sand / clay bags and all such measures necessary to retain in position the sides of foundation pit and including refilling withthe approved excavated soil, carting excess earth as directed with all lead and lift. The rate is also inclusive of dewatering by manual or mechanical means, if required as directed by engineer in charge. |
| 13 | Providing and laying in positions mechanically mixed Plain Cement Concrete M15 grade for levelling course below foundation, pile cap, approach slab, etc. as directed by Engineer-in-charge with graded stone aggregate from 6 mm to 20 mm including vertical pin header, tamping, vibrating, levelling and curing complete with all formwork, dewatering wherever required including all materials, labours, plants, machineries & tools, all leads and lifts, etc. complete as per specification and as directed by engineer in charge. |
| 14 | Empty boring to the required depth (measured from bottom of pile cap to founding level) by means of hydraulic pilling rig through all strata like soil, sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock, etc. for pile of diameter as below, supported with the help of bentonite slurry including all required plant & machineries, disposal of excavated material with all leads & lifts, mobilization demobilization, remobilization if required, transportation of required plant and machineries, etc. Method of boring shall be as per IS 2911-Part 1 - Section -II. as directed by engineer in charge 1) Length of pile shall be measured from bottom of pile cap and up to the founding level. 2) Rate is inclusive of empty boring through overburden (i.e. temporary working platform, etc.) For 1200 mm dia. |
| 15 | For 1000 mm dia |
| 16 | Providing and placing with tremie reinforced cement concrete M40 grade in bored hole using 6 mm to 20 mm machine crushed well graded stone aggregate, natural or crushed sand of approved quality, OPC 53 grade cement mixing in batch mix plant, transport, curing, casting of pile of any dia cut off level & chipping of pile up to cut off level, disposal of chipped material with all leads & lifts, etc. complete as per execution drawing & specification & as directed by engineer In charge. Including mobilization, demobilization, remobilization, transportation of required plant and machineries if required. as directed by engineer in charge. 1) Excludingreinforcement, initial pile load test, routine load test and M.S. Liners. |
| 17 | Carrying out Static load test as per standard procedure laid down in the IS 2911 specification and maintaining complete records of load v/s settlement on test any load and dia of pile constructed for the purpose including erection and removal of loading platform with all materials, labour, tools & plants, etc. complete with all necessary instrumentation, high capacity hydraulic jacks, etc. complete as per specification and for the test load as directed by Engineer-in-charge. 1) Load test shall be continued till test load or soil failure whichever is earlier. 2) Testing shall be carried out with loading frame with ground anchors/anchor piles/kentledge with platform including all necessary arrangement required for the test, as approved by Engineer-in-charge. 3) Boring, concreting & reinforcement of test pile shall be measured separately in respective items subject to successful completion of test. 4) If load test of pile is not completed successfully, payment shallnot be made for this test item as well as boring, concreting and reinforcement of test pile for which test carried out and another test pile shall be constructed. |
| 18 | Carrying out High strain Dynamic Test on any working pile / Test pile as selected by the Engineer-in-charge. The test shall be carried out by agency approvedby engineer in charge as per IRC-Notification 54 and submitting results / reports in three hard copies with soft copy in CD. Item includes all necessary arrangements required for the test. (with guided frame arrangement) as directed by engineer in charge |
| 19 | Performing Integrity Test (low strain) on all vertical pile. The item shall include chipping of weak concrete at the top of pile, levelling, bending of reinforcing bars, preparation of pile head including testing with pile driving analyser or approved equivalent. To be carried out at least 15 days after concreting of piles. A specialist approved Agency shall be employed by the Contractor for the test. The test shall be carried out as perrelevant ASTM code. The item is including complete testing with approved apparatus, analysis of results and conclusions including submission of test reports in three hard copies with soft copy in CD. as directed by engineer in charge. |
| 20 | Supplying, fabricating and placing in position MS liner made of 6 mm thickMS plate for cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position, applying protective coating, etc. complete as per specification. Depth of liner shall be decided by Engineer-in-charge as per site condition. |
| 21 | Providing and casting in-situ Reinforced Cement Concrete M40 grade controlled cement concrete in pile cap 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete as per specification. The rate is inclusive of all materials, includingnecessary dewatering, mixing in batch mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with labour, tools & plants, machineries, as directed by engineer in charge. |
| 22 | Providing and Casting in situ controlled Cement Concrete M40 for R.C.C. Raft and cut-off walls including necessary shuttering laying, vibrating, ramming and curing complete. |
| 23 | Providing and casting in-situ Reinforced Cement Concrete M40 grade controlled cement concrete in pier, abutment (pier/ abutment shall be cast in single lift or as per direction of Engineer in charge), etc.using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as required, with including cost of finishing equivalent to F3 type exposed concrete and form mark. Any honeycombing/ undulation found shall be rectify to match F3 class finish. Note:- Rates in items shall include cost of providing grooves, chamfers, molding, cut-out etc. in formwork. The work will include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in charge. |
| 24 | Providing and casting in-situ Reinforced Cement Concrete M40 Abutment cap, Pier cap, RCC Dirt Wall, etc. using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cementcomplete as per specification. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as required, with including cost of finishing equivalent to F3 type exposed concrete and form mark. Any honeycombing/ undulation found shall be rectify to match F3 class finish. Note:- Rates in items shall include cost of providing grooves, chamfers, molding, cut-out etc. in formwork. The work will include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in charge. |
| 25 | Providing and casting in-situ Reinforced Cement Concrete M45 Seismic Restrainer& Pedestal using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cementcomplete as per specification. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as required, with including cost of finishing equivalent to F3 type exposed concrete and form mark. Any honeycombing/ undulation found shall be rectify to match F3 class finish. Note:- Rates in items shall include cost of providing grooves, chamfers, molding, cut-out etc. in formwork. The work will include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in charge. |
| 26 | Providing and fixing in position true to line and level POT cum PTFE bearings of capacity as specified including cost of all materials, fixtures, preparing surface for receiving bearing grouting of sleeves with non stream high strength grout, load testing of bearing, transporting and fixing in position including all lead and lift etc. complete as per approved design and drawings and specification. The bearing shall be procured from the MORTH approved manufacturer only. as per specification and as directed by engineer in charge. POT PTFE FIX Bearing for 30 m PSC Solid Slab |
| 27 | POT PTFE Free & Sliding Bearing for 30 m PSC Solid Slab |
| 28 | Providing and fixing in position fully moulded restrained elastomeric Bearings as per detailed drawings. |
| 29 | Providing and applying Coal Tar Epoxy protective paint for Pile Cap in two coats of DFT 210 microns for foundations /concrete surfaces in contact with soil complete as per Specifications and as directed by the Engineer including all leads and lifts etc. complete. |
| 30 | Providing and applying anti carbonation, anti fading, mold resistant, heat insulating, and 100% acrylic breathable decorative external waterproof coating of approved shade having Viscosity @ Room Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance properties for coating materials and coating systems for exterior masonry and concrete as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A" accredited institution. |
| 31 | Providing and casting in-situ or precast M50 grade controlled cement concrete in Prestress concrete (PSC) I main girder, diaphragm, cross girder, deck Slab and box girder using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, ramming, finishing, placing in position, centering, shuttering, scaffolding, staging, formworks, launching or shifting complete,deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as required,with including cost of finishing equivalent to F3 type exposed concrete and form mark as per specification and as directed by engineer in charge.. |
| 32 | Providing and casting in-situ or precast M50 grade controlled cement concrete in Prestress concrete (PSC) Solid Slab, deck Slab using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, ramming, finishing, placing in position, centering, shuttering, scaffolding, staging, formworks, launching or shifting complete,deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as required,with including cost of finishing equivalent to F3 type exposed concrete and form mark as per specification and as directed by engineer in charge.. |
| 33 | Providing and casting in-situ Controlled Reinforced Cement Concrete of Grade M40 for Solid Slab as belowusing 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement with contractor"s own concrete mix design etc. complete as per specification. The rate is inclusive of all materials, includingnecessary mixing in fully automatic batch mix plant, transport, curing, vibrating, placing in position, staging, scaffolding, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as required, with including cost of finishing equivalent to F3 type exposed concrete and form mark. |
| 34 | Providing and fixing in position to exact profile as specified nominal dia. High Tensile Prestressing steel strands conforming to low Relaxation Prestressing steel strands - CI. II as per IS 14268 of specified ultimate strength for specified capacity of cables including cutting, cleaning, forming cables etc. and further including providing and laying corrugated HDPE sheathing of specified dia., anchorages, stage wisestressing, grouting with neat cement grout of approved & specified Quality, testing of materials and all enabling work for pre tensioning/post tensioning of steel including all leads and lifts etc. complete as per specification and drawing and as directed by Engineer. Note :- Weight will be calculated considering length of strands between faces of Anchorages plus grip length multiplied by unit weight of strand. Dummy cable as required will be measured under this item. as per specification and as directed by engineer in charge |
| 35 | Providing and applying anti carbonation, anti fading, mold resistant, heat insulating, and 100% acrylic breathable decorative external waterproof coating of approved shade having Viscosity @ Room Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance properties for coating materials and coating systems for exterior masonry and concrete as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A" accredited institution. |
| 36 | Providing and carrying out load test on bridge deck with simulated loading including provision, placing and removal of loading, supplying, fixing and removing deflection measuring instruments etc. complete with platforms for fixing the instruments etc. complete as per the details supplied and specification and as directed by Engineer and including submission of required results in triplicate after satisfactory completion of the load test. as per specification and as directed by engineer in charge |
| 37 | Providing and fixing in position strip seal type expansion joints as per detailed drawing and MoRTH Specificationincluding cost of all materials and fixtures, welding, preparing surface for receiving the joints including all leads and lifts etc. complete as per detailed approved drawing and as directed by Engineer. (Upto 70 mm Expansion) |
| 38 | Providing and applying tack coat with Rapid Setting Bitumen Emulsionbinder (RS- 1)@rate of 3 Kg./10 sq.m.of road surface using Emulsion pressure sprayer etc. Cleaning the road surface complete including cost of material labour etc. complete as directed by engineer in charge. |
| 39 | Providing and laying 40 mm thick of compactedBituminous concreteusing BT aggregate as per MORTHgradation ,specificationand asphalt Grade VG 30 mixing @54.00 Kg /MT of total Wt. of mix i.e. (5.40% of total weight mix) including heating andmixing aggregate & asphalt by batch mix plant spreading the same by sensor paver finisher including rolling & consolidation with 10-12 tone vibratory roller, Tandem Roller ,PTR& providing all materials equipment"s tools & plants, fire wood, oil , kerosene, labour charges , using contractor "s own machinery etc. Complete as directed by engineer in charge as per MoRTH Specification |
| 40 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in MoRTH Specificationtable 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including all labour ,material ,machinery etc. complete as directed by engineer in charge and as per MoRTH clause 516. |
| 41 | Providing and casting RCC in M-40 controlled concrete Crash Barriers as per detailed drawings including necessary scaffolding, centering, formwork, mixing in machine, transporting, placing, compacting, finishing, curing, etc. complete including providing and fixing of inserts if any with all leads and lifts as per drawing & specification and as directed by Engineer, excluding reinforcement. |
| 42 | Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in Kerb using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete as per specification and as directed in charge.. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as requiredwith including cost of finishing equivalent to F3 type exposed concrete and form mark. |
| 43 | Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in approach slab using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete as per specification. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as required. as per specification and as directed by engineer in charge. |
| 44 | Providing and fixing 100 mm dia. G.I. Drainage spouts, as per MOST Drg. No. SD/303 including grating with suitable clean out fixtures including all leads and lifts etc. complete as per specification, design & drawings and as directed by Engineer. |
| 45 | Providing and fixing 100 mm diameter GI longitudinal and vertical runner pipe conduits including cost of all materials, labour, fixing in true line and level, including bends, fixtures, specials etc. complete with all lifts and leads etc. as per specifications and as directed by Engineer. |
| 46 | Providing and fixing RCC M25 architectural pylons at end of approach structures including all materials, labour, reinforcement laying, ramming, curing etc. complete as per detailed working drawing and as directed by engineer in charge. |
| 47 | Providing and applyingSynthetic Enamel Paint Alternate Black & Yellow oncrash barrier and Kerbwith one coat of white primer of cement paint andtwo or more coat of paint including cleaning all dust, dirt and other foreign matters with all material labour equipment"s with all leads and lifts etc. complete. and as directed by engineer in charge. |
| 48 | Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene (conforming to IS:14930-II) of 90mm O.D.with fittings and necessary connecting accessories of same material at required depth for laying cable in Crash Barrier etc. complete as per specification and as directed by Engineer. |
| 49 | Providing and fixing the continuity arrangement in deck slab as per the detailed drawing with fixtures, components, filler etc. complete as directed by Engineer in charge. |
| 50 | Providing and laying hot applied thermoplastic compound of 2.5mm thick including reflectorising glass beads @ 250 gm per sqm area. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes etc. complete. |
| 51 | Supply & Fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injection high compressed molding with reflector made of MMC (Prismatic type of size 12 cm x 6 cm x 2.5cm). Provided with bituminous adhesive 100g with each unit for fixing (High intensity Grade). |
| 52 | Providing and fixing pre-cast Rubber Dye inter locking concrete block 60 mm thick with grade of concrete M 250 pneumatic compressed by mechanically pressed and as per approved designincluding 20 mm Sand layer for levelling and filling the joint with sand in proper line and level etc. complete. |
| 53 | Supply, Installation, Testing, Commissioning of 9.0 Mt. Height octagonal pole with coil type earthing pit included with 120W LED (13500 lumen) light fixtures. with 1.5 m longbracket on bridge side and 2.0 mlong bracket of service road side should be provided and 4c x 16 Sq.mm. Al. XLPE cable in 50mm Dia. DWC pipe should be provided and 3c x 1.5 Sq.mm. wire for junction box to lighting fixtures 30 AVG Lux lavel should be provided on bridge.The Main Panel for the bridge lighting and IP-65 protection of class Canopy type feeder pillar for different lighting distribution with 24 hour digital timer and other require switch gear. each feeder pillar 2 nos. G.I.Earthing pit should be provided .The rate includes Pole, all type of cable, wire, accessories,junction box, J type bolt, DWC pipe,Feeder panels, Earthing arrangements, etc. all required to complete the items as directed by engineer in charge. |
| 54 | Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm,depth of joint varying from 75 mm to 100 mm,width varying from 500 mm to 750 mm (in traffic direction),covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062,asphaltic plug to consist of polymer modified bitumen binder,carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod,all as per approved drawings and specifications.) |
| 55 | Providing and laying Tar Paper bearing below solid slab as directed by engineer in charge. |
| 56 | Providing and fixing in position (Thermo mechanicallyTreated bars) TMT Fe500 D conforming to IS 1786 reinforcing bars of various diameters forRCC work as per detailed designs and drawings and schedule specification and as directed by engineer in charge The rate includes supply, loading, unloading, transporting to site cutting, bending, hooking the bars, binding with 18 SWG GI wires with cost of all equipment, supervisor, taxes, machineries, reinforcement overlap if required labour, materials, tools, plants, equipment"s as required with all lifts and leads placing, tying in position with binding wire, welding, forming the cage and placing it in position etc. Welding and supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing,etc. complete as per drawings and specification. 1) The waste cut pieces shall not be included in the paying quantity. 2) Binding wire shall not be included in the paying quantity. 3) The work shall be done as per approved drawing. For Pile, Pile cap, RCC Raft, Pier, Abutment, Pier Caps, Abutment cap, Dirt wall, Side wall, Pedestal, Restrainer, PSC I Girder, Cross girder, Deck slab, PSC & RCC Solid Slab, Crash Barrier, Kerb, Architectural pylon, Approach Slab etc. |
| 57 | Supply, Installation, Testing, Commissioning of 60W LED light fixtures. Min 10 mtr distance between two Fixtures below Bridge and 6 fixtures in raw along with width of bridge. total 136 nos. of fixtures should be provided and 4c x 16 Sq.mm. Al. XLPE cable in 50mm Dia. DWC pipe should be provided and 3c x 1.5 Sq.mm. wire for junction box to lighting fixtures 20 AVG Lux lavel should be provided below bridge. Main Panel - at end of below bridge opening for the under bridge lighting and IP-65 protection of class Canopy type feeder pillar for different lighting distribution with 24 hour digital timer and other require switch gear.feeder pillar 2 nos. G.I.Earthing pit should be provided per feeder pillar. |
| 58 | Dismantling Kerb and its PCC stacking the serviceable anddisposal of unserviceable material separatelywith all lead & lift as directed by engineer in charge. |
| 59 | Dismantling the existing structure including removing and stacking the dismantled materials as and where directed. (A) R.C.C. work |
| 60 | Dismantling the existing structure including removing and stacking the dismantled materials as and where directed. (B) Rubble masonry work |
| 61 | Dismantling the existing structure including removing and stacking the dismantled materials as and where directed. Brick masonry work |
| 62 | Dismantling the existing structure including removing and stacking the dismantled materials as and where directed. Rubble Pitching including masonry /PCC Panel wall etc. complete. |
| 63 | Dismantling of flexible pavements (Bituminoussurface and Crust)and disposal of dismantled materials with all lead and lift, stacking serviceable and unserviceable materials separately as directed by engineer in charge. |
| 64 | Excavation for pile caps, foundation of retaining wall etc. in all categories of soils, such as sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock etc. as per specification for depth below ground level as mention. The rate is inclusive of contractor"s own machinery and equipment, labour, taxes, temporary works, consumables. leading & lifting, shoring, strutting, timbering and buttressing with sand / clay bags and all such measures necessary to retain in position the sides of foundation pit and including refilling withthe approved excavated soil, carting excess earth as directed with all lead and lift. The rate is also inclusive of dewatering by manual or mechanical means, if required as directed by engineer in charge. |
| 65 | Providing and laying in positions mechanically mixed Plain Cement Concrete M15 grade for levelling course below foundation, pile cap, approach slab, etc. as directed by Engineer-in-charge with graded stone aggregate from 6 mm to 20 mm including vertical pin header, tamping, vibrating, levelling and curing complete with all formwork, dewatering wherever required including all materials, labours, plants, machineries & tools, all leads and lifts, etc. complete as per specification and as directed by engineer in charge. |
| 66 | Empty boring to the required depth (measured from bottom of pile cap to founding level) by means of hydraulic pilling rig through all strata like soil, sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock, etc. for pile of diameter as below, supported with the help of bentonite slurry including all required plant & machineries, disposal of excavated material with all leads & lifts, mobilization demobilization, remobilization if required, transportation of required plant and machineries, etc. Method of boring shall be as per IS 2911-Part 1 - Section -II. as directed by engineer in charge 1) Length of pile shall be measured from bottom of pile cap and up to the founding level. 2) Rate is inclusive of empty boring through overburden (i.e. temporary working platform, etc.) For 750 mm dia. |
| 67 | Providing and placing with tremie reinforced cement concrete M40 grade in bored hole using 6 mm to 20 mm machine crushed well graded stone aggregate, natural or crushed sand of approved quality, OPC 53 grade cement mixing in batch mix plant, transport, curing, casting of pile of any dia cut off level & chipping of pile up to cut off level, disposal of chipped material with all leads & lifts, etc. complete as per execution drawing & specification & as directed by engineer In charge. Including mobilization, demobilization, remobilization, transportation of required plant and machineries if required. as directed by engineer in charge. 1) Excludingreinforcement, initial pile load test, routine load test and M.S. Liners. |
| 68 | Carrying out Static load test as per standard procedure laid down in the IS 2911 specification and maintaining complete records of load v/s settlement on test any load and dia of pile constructed for the purpose including erection and removal of loading platform with all materials, labour, tools & plants, etc. complete with all necessary instrumentation, high capacity hydraulic jacks, etc. complete as per specification and for the test load as directed by Engineer-in-charge. 1) Load test shall be continued till test load or soil failure whichever is earlier. 2) Testing shall be carried out with loading frame with ground anchors/anchor piles/kentledge with platform including all necessary arrangement required for the test, as approved by Engineer-in-charge. 3) Boring, concreting & reinforcement of test pile shall be measured separately in respective items subject to successful completion of test. 4) If load test of pile is not completed successfully, payment shallnot be made for this test item as well as boring, concreting and reinforcement of test pile for which test carried out and another test pile shall be constructed. |
| 69 | Carrying out High strain Dynamic Test on any working pile / Test pile as selected by the Engineer-in-charge. The test shall be carried out by agency approvedby engineer in charge as per IRC-Notification 54 and submitting results / reports in three hard copies with soft copy in CD. Item includes all necessary arrangements required for the test. (with guided frame arrangement) as directed by engineer in charge |
| 70 | Performing Integrity Test (low strain) on all vertical pile. The item shall include chipping of weak concrete at the top of pile, levelling, bending of reinforcing bars, preparation of pile head including testing with pile driving analyser or approved equivalent. To be carried out at least 15 days after concreting of piles. A specialist approved Agency shall be employed by the Contractor for the test. The test shall be carried out as perrelevant ASTM code. The item is including complete testing with approved apparatus, analysis of results and conclusions including submission of test reports in three hard copies with soft copy in CD. as directed by engineer in charge. |
| 71 | Supplying, fabricating and placing in position MS liner made of 6 mm thickMS plate for cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position, applying protective coating, etc. complete as per specification. Depth of liner shall be decided by Engineer-in-charge as per site condition. |
| 72 | Providing and casting in-situ Reinforced Cement Concrete M40 grade controlled cement concrete in pile cap 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete as per specification. The rate is inclusive of all materials, includingnecessary dewatering, mixing in batch mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with labour, tools & plants, machineries, as directed by engineer in charge. |
| 73 | Providing and Casting in situ controlled Cement Concrete M40 for R.C.C. Raft and cut-off walls including necessary shuttering laying, vibrating, ramming and curing complete. |
| 74 | Providing and casting in-situ Reinforced Cement Concrete M40 grade controlled cement concrete in Return Wall, etc.using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as required, with including cost of finishing equivalent to F3 type exposed concrete and form mark. Any honeycombing/ undulation found shall be rectify to match F3 class finish. Note:- Rates in items shall include cost of providing grooves, chamfers, molding, cut-out etc. in formwork. The work will include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in charge. |
| 75 | Providing and applying Coal Tar Epoxy protective paint for Pile Cap in two coats of DFT 210 microns for foundations /concrete surfaces in contact with soil complete as per Specifications and as directed by the Engineer including all leads and lifts etc. complete. |
| 76 | Providing and applying anti carbonation, anti fading, mold resistant, heat insulating, and 100% acrylic breathable decorative external waterproof coating of approved shade having Viscosity @ Room Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance properties for coating materials and coating systems for exterior masonry and concrete as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A" accredited institution. |
| 77 | Providing and casting RCC in M-40 controlled concrete Crash Barriers as per detailed drawings including necessary scaffolding, centering, formwork, mixing in machine, transporting, placing, compacting, finishing, curing, etc. complete including providing and fixing of inserts if any with all leads and lifts as per drawing & specification and as directed by Engineer, excluding reinforcement. |
| 78 | Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in Kerb using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete as per specification and as directed in charge.. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as requiredwith including cost of finishing equivalent to F3 type exposed concrete and form mark. |
| 79 | Providing and applyingSynthetic Enamel Paint Alternate Black & Yellow oncrash barrier and Kerbwith one coat of white primer of cement paint andtwo or more coat of paint including cleaning all dust, dirt and other foreign matters with all material labour equipment"s with all leads and lifts etc. complete. and as directed by engineer in charge. |
| 80 | Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene (conforming to IS:14930-II) of 90mm O.D.with fittings and necessary connecting accessories of same material at required depth for laying cable in Crash Barrier etc. complete as per specification and as directed by Engineer. |
| 81 | Providing and laying - Filter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications. |
| 82 | Providing & laying weep hole in Abutments, and returns by using PVC. pipe of 100mm including laying in proper grade and jointing the completed as per detailed specification. |
| 83 | Construction of embankment (Earthwork) with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement to MoRTH table 300-2.inlayers not more than 200 mm thick as directed by engineer in charge.(Effective CBR Minimum 8 % ) |
| 84 | Construction of Subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement to MoRTH table 300-2 inlayers not more than 200 mm thick as directed by engineer in charge.(Effective CBR Minimum 8 % ) |
| 85 | Construction of granular sub-base (Grade - V) 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 MoRTH clause 401. |
| 86 | 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 MoRTH Clause 406. |
| 87 | Providing and applying Prime coat with Slow Setting Bitumen Emulsionbinder (SS- 1)@rate of 7.5 Kg./10 sq.m.of road surface using Emulsion pressure sprayer etc. Cleaning the road surface complete including cost of material labour etc. complete as directed by engineer in charge. |
| 88 | Providing and laying160 mm thick Dense Graded Bituminous Macadamin two layer (single layer not more than 70 mm ) using BT stone chips as per MoRTH gradation and specification with Bitumen Grade (VG 30) for mixing @ 45.00 Kg /MT of total Wt. of mix i.e (4.50 % of total weight mix)including tack coat @ 3 kg/10 smt with Bitumen Emulsion (Rapid setting)andmixing aggregate & asphalt by batch mix plant and spreading the same by sensor paver finisher including rolling & consolidation with 10-12 tonne vibratory roller & providing all materials equipment"s tools & plants, fire wood, oil , kerosene, labour charges , using contractor "s own machinery etc. Complete as directed by engineer in charge as per MoRTH Specification |
| 89 | Providing and laying 40 mm thick of compactedBituminous concreteusing BT aggregate as per MORTHgradation ,specificationand asphalt Grade VG 30 mixing @52.00 Kg /MT of total Wt. of mix i.e. (5.20% of total weight mix) including heating andmixing aggregate & asphalt by batch mix plant spreading the same by sensor paver finisher including rolling & consolidation with 10-12 tonne vibratory roller, Tandem Roller ,PTR & providing all materials equipment"s tools & plants, fire wood, oil , kerosene, labour charges , using contractor "s own machinery etc. Complete as directed by engineer in charge as per MoRTH Specification |
| 90 | Providing and laying hot applied thermoplastic compound of 2.5mm thick including reflectorising glass beads @ 250 gm per sqm area. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes etc. complete. |
| 91 | Supply & Fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injection high compressed molding with reflector made of MMC (Prismatic type of size 12 cm x 6 cm x 2.5cm). Provided with bituminous adhesive 100g with each unit for fixing (High intensity Grade). |
| 92 | Providing and fixing in position (Thermo mechanicallyTreated bars) TMT Fe500 D conforming to IS 1786 reinforcing bars of various diameters forRCC work as per detailed designs and drawings and schedule specification and as directed by engineer in charge The rate includes supply, loading, unloading, transporting to site cutting, bending, hooking the bars, binding with 18 SWG GI wires with cost of all equipment, supervisor, taxes, machineries, reinforcement overlap if required labour, materials, tools, plants, equipment"s as required with all lifts and leads placing, tying in position with binding wire, welding, forming the cage and placing it in position etc. Welding and supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing,etc. complete as per drawings and specification. 1) The waste cut pieces shall not be included in the paying quantity. 2) Binding wire shall not be included in the paying quantity. 3) The work shall be done as per approved drawing. For pile, Pile cap, RCC Raft, Retaining wall Stem, Crash barrier, Kerb etc. |
| 93 | Supplying and laying bi-axial extruded high modulus polypropylene geogrid having minimum layer coefficient ratio as 1.3, junction efficiency not less than 90% and with 38mm X 38mm mesh opening. The roll size shall be 50.0 X 3.95 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer-In-Charge |
| 94 | Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials with all lead and lift (C) By mechanical means in area of light jungle |
| 95 | Dismantling of flexible pavements (Bituminoussurface and Crust)and disposal of dismantled materials with all lead and lift, stacking serviceable and unserviceable materials separately as directed by engineer in charge. |
| 96 | Removal of existing paver block including stacking the serviceable materials as and with all lead and lift. |
| 97 | Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth including stacking useful materials on road side and disposing off remaining stuff with all lead and lift as directed by engineer in charge |
| 98 | Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and deposit it as directed with all lead & lift . |
| 99 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement to MoRTH table 300-2.inlayers not more than 200 mm thick as directed by engineer in charge.(Effective CBR Minimum 8 % ) |
| 100 | Construction of Subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement to MoRTH table 300-2 inlayers not more than 200 mm thick as directed by engineer in charge.(Effective CBR Minimum 8 % ) |
| 101 | Construction of granular sub-base (Grade - V) 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 MoRTH clause 401. |
| 102 | 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 MoRTH Clause 406. |
| 103 | Providing and applying Prime coat with Slow Setting Bitumen Emulsionbinder (SS- 1)@rate of 7.5 Kg./10 sq.m.of road surface using Emulsion pressure sprayer etc. Cleaning the road surface complete including cost of material labour etc. complete as directed by engineer in charge. |
| 104 | Providing and laying160 mm thick Dense Graded Bituminous Macadamin layers (single layer not more than 75 mm ) using BT stone chips as per MoRTH gradation and specification with Bitumen Grade (VG 30) for mixing @ 45.00 Kg /MT of total Wt. of mix i.e (4.50 % of total weight mix)including tack coat @ 2.5 kg/10 smt with Bitumen Emulsion (Rapid setting)andmixing aggregate & asphalt by batch mix plant and spreading the same by sensor paver finisher including rolling & consolidation with 10-12 tonne vibratory roller & providing all materials equipment"s tools & plants, fire wood, oil , kerosene, labour charges , using contractor "s own machinery etc. Complete as directed by engineer in charge as per MoRTH Specification |
| 105 | Providing and laying 40 mm thick of compactedBituminous concreteusing BT aggregate as per MORTHgradation ,specificationand asphalt Grade VG 30 mixing @54.00 Kg /MT of total Wt. of mix i.e. (5.40% of total weight mix) including heating andmixing aggregate & asphalt by batch mix plant spreading the same by sensor paver finisher including rolling & consolidation with 10-12 tonne vibratory roller, Tandem Roller ,PTR & providing all materials equipment"s tools & plants, fire wood, oil , kerosene, labour charges , using contractor "s own machinery etc. Complete as directed by engineer in charge as per MoRTH Specification |
| 106 | Construction of 150 mm thick 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 maintain duringconstruction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a pavercompacting with 8-10 tonnes vibratory roller, finishing and curing as per MoRTH clause 601. |
| 107 | Construction of 330 mm thick un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with in M -40 grade of concrete with 43 grade cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design, transported to site and mechanicallylaid with a fixed form / 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 as per MoRTH clause 602. |
| 108 | Providing and laying in positions mechanically mixed Plain Cement Concrete M10 grade for levelling course below 80mm thick paver block etc. as directed by Engineer-in-charge with graded stone aggregate from 6 mm to 20 mm including vertical pin header, tamping, vibrating, levelling and curing complete with all formwork, dewatering wherever required including all materials, labours, plants, machineries & tools, all leads and lifts, etc. complete as per specification and as directed by engineer in charge. |
| 109 | Paver Block Laying Colored/ Grey 80 mm thk, M-40 Grade. Providing and laying Shot blasted Non- interlocking, Grey/ Colored brick type paver blocks of 80 mm thick M-40 grade machine made and blasting by automatic machine and high density of as per approved sample of Vyara, Alcock, Super, Nishuas mentioned in the drawing. Including providing and laying 30 to 50 mm thick average bedding layer of coarse sand below paver block as per required grading and specification. Laid paver block shall be mechanically compacted. The work of the paving blocks shall be executed in line and level by skilled mason of flooring work only. It should be laid in such a way that the no cutting of the paver block to be necessary. If cutting of paver block shall be required, than cut by machine only and laying to be done by skilled flooring mason. The Finished surface of the Paver Block shall have Coarse Sand Texture Finish. Paver blocks shall be compacted and shall be re-laid if necessary. Actual laid area shall be measured and paid without any wastage. |
| 110 | Providing and casting RCC in M-30 controlled concrete for Kerb as per detailed drawings including necessary scaffolding, centering, formwork, mixing in machine, transporting, placing, compacting, finishing, curing, etc. complete including providing and fixing of inserts if any with all leads and lifts as per drawing & specification and as directed by Engineer, excluding reinforcement. |
| 111 | Providing and laying in positions machine mixed Plain Cement Concrete M15 grade for levelling course below foundation for kerb & Drain ,in separator,pier protection etc. at other places as directed by Engineer-in-charge with graded broken stone aggregate from 6 mm to 40 mm including tamping, vibrating, levelling and curing complete with all formwork, dewatering wherever required including all materials, labours, plants, machineries & tools, all leads and lifts, etc. complete as per specification. |
| 112 | Providing and Casting situ controlled cement concrete in M -20 for Kerb/Kerb block including all material ,labour ,form work,curing,finishing,etc. complete as directed by engineer in charge. |
| 113 | Providing and fixing in position (Thermo mechanicallyTreated bars) TMT Fe500 D conforming to IS 1786 reinforcing bars of various diameters for Crash barrier, Friction Slab,Kerb,Storm water Drainetc. ..as per detailed designs and drawings and schedule including cutting, bending, hooking the bars, binding with 18 SWG GI wires with cost of all labour, materials, tools, plants, equipment"s, supporting as required with all lifts and leads etc. all complete as per specification and as directed by Engineer The rate includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing, tying in position with contractor"s own binding wire, welding, forming the cage and lowering it in position in pile bore etc. Welding and supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing, all leads & lifts, etc. including contractor"s own equipment, labour, supervisor, taxes, machineries, etc. complete as per drawings and specification. 1) The waste cut pieces shall not be included in the paying quantity. 2) Binding wire shall not be included in the paying quantity. 3) The work shall be done as per approved drawing. |
| 114 | Providing and applyingSynthetic Enamel Paint Alternate Black & Yellow oncrash barrier and Kerbwith one coat of white primer of cement paint andtwo or more coat of paint including cleaning all dust, dirt and other foreign matters with all material labour equipment"s with all leads and lifts etc. complete. |
| 115 | Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M 250 pneumatic compressed by mechanically pressed and as per approved designincluding 20 mm Sand layer for levelling and filling the joint with sand in proper line and level etc. complete. |
| 116 | Providing, laying and fixing precast RCC Free Slope drain (clear 0.6 m width x 1.0 m depth minimum)in M 50 grade including PCC in M 10 ,RCC bottom slab in M 20and CC screed in M 20done cast in situ with all material ,labour ,transportation ,fixing jointing etc. required as per drawing and as directed by engineer in charge |
| 117 | Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade ...................... |
| 118 | Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro reflective sheeting as per latest M.O.S.T.Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with best quality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg. Including excavation, curing etc. Complete under the supervision of engineer in charge.(B) High Intensity Grade.................. |
| 119 | Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(B) High Intensity Grade.................. |
| 120 | Give Way Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90cms. equilateral triangle (inverted) as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade ..................... |
| 121 | Direction sign (Junction board):-Providing and fixing sing boards made out of 2mm aluminium sheet; size 244 x 122cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade ..................... |
| 122 | Village name/ Bump Ahead sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade .................... |
| 123 | Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade |
| 124 | Four/Two lane Ahead sign :-Providing & Fixing sign boards made out of 2mm aluminium sheet, size 120 x 120 cms square plus 120 x 60cms additional plate as per the attached drawing pre treated with phosphetingg process & acid etching. coated with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968,3.1m long (2nos) stand post and frame fabricated either from iron angle of 50x50x5mm, 75x75x6mm as required, painted with best quality epoxy coating in black and white bends The fixing at site shall be in 1:2:4 CC block of size 45 x 45x 60cms for each leg, including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade |
| 125 | Providing and laying hot applied thermoplastic compound of 2.5mm thick including reflectorising glass beads @ 250 gm per sqm area. Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free from streaks and holes etc. complete. |
| 126 | Supply & Fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injection high compressed molding with reflector made of MMC (Prismatic type of size 12 cm x 6 cm x 2.5cm). Provided with bituminous adhesive 100g with each unit for fixing (High intensity Grade). |
| 127 | Raising of manhole up to road level including all material ,machineries, labour etc. as directed by engineer in charge. |
| 128 | Providing and fixingextra heavy duty (EHD-35) manhole covers and frame including all material ,labour machineries etc. as directed by engineer in charge. |
| 129 | Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m center to center, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 including necessary excavation and fixing post in CC M 10 Concrete (0.35 x 0.35 x 1.3) |
| 130 | Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for utility shifing including setting and joining the pipes in C.M.1:2 watering and laying (To level of slops of I.S. 458/1971 ClassNP4 of following internal diameter. (i) 300 mm dia. |
| 131 | Providing fixing in position with proper Jointing , the Precast RCC box Chamber with cover of 800 mm x 800 mm x 800 mmclear section size , made of M-50 grade of concrete with Reinforcement TMT Fe500 D as per by wet Casting method with necessary cut out in the wall for pipe/drain connection. The rates shall be including the cost of necessary excavation, 100 mm thick PCC in M 10 for foundation & 100 mm thick as bottom , Loading & Transportation to site, unloading, placing, pipe jointing etc. as directed by engineer in charge. |
| 132 | Providing fixing in position with proper Jointing , the Precast RCC box Chamber with cover of 1000 mm x 1000 mm x 1400 mmclear section size , made of M-50 grade of concrete with Reinforcement TMT Fe500 D as per by wet Casting method with necessary cut out in the wall for pipe/drain connection. The rates shall be including the cost of necessary excavation, 100 mm thick PCC in M 10 for foundation & 100 mm thick as bottom , Loading & Transportation to site, unloading, placing, pipe jointing etc. as directed by engineer in charge. |
| 133 | Excavation for pile caps, foundation of retaining wall etc. in all categories of soils, such as sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock etc. as per specification for depth below ground level as mention. The rate is inclusive of contractor"s own machinery and equipment, labour, taxes, temporary works, consumables. leading & lifting, shoring, strutting, timbering and buttressing with sand / clay bags and all such measures necessary to retain in position the sides of foundation pit and including refilling withthe approved excavated soil, carting excess earth as directed with all lead and lift. The rate is also inclusive of dewatering by manual or mechanical means, if required as directed by engineer in charge. |
| 134 | Providing and laying in positions mechanically mixed Plain Cement Concrete M15 grade for levelling course below foundation, pile cap, approach slab, etc. as directed by Engineer-in-charge with graded stone aggregate from 6 mm to 20 mm including vertical pin header, tamping, vibrating, levelling and curing complete with all formwork, dewatering wherever required including all materials, labours, plants, machineries & tools, all leads and lifts, etc. complete as per specification and as directed by engineer in charge. |
| 135 | Empty boring to the required depth (measured from bottom of pile cap to founding level) by means of hydraulic pilling rig through all strata like soil, sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock, etc. for pile of diameter as below, supported with the help of bentonite slurry including all required plant & machineries, disposal of excavated material with all leads & lifts, mobilization demobilization, remobilization if required, transportation of required plant and machineries, etc. Method of boring shall be as per IS 2911-Part 1 - Section -II. as directed by engineer in charge. 1000 mm dia pile for Retaining wall 1) Length of pile shall be measured from bottom of pile cap and up to the founding level. 2) Rate is inclusive of empty boring through overburden (i.e. temporary working platform, etc.) |
| 136 | Providing and placing with tremie reinforced cement concrete M40 grade in bored hole using 6 mm to 20 mm machine crushed well graded stone aggregate, natural or crushed sand of approved quality, OPC 53 grade cement mixing in batch mix plant, transport, curing, casting of pile of any dia cut off level & chipping of pile up to cut off level, disposal of chipped material with all leads & lifts, etc. complete as per execution drawing & specification & as directed by engineer In charge. Including mobilization, demobilization, remobilization, transportation of required plant and machineries if required. as directed by engineer in charge. 1) Excludingreinforcement, initial pile load test, routine load test and M.S. Liners. |
| 137 | Carrying out Static load test as per standard procedure laid down in the IS 2911 specification and maintaining complete records of load v/s settlement on test any load and dia of pile constructed for the purpose including erection and removal of loading platform with all materials, labour, tools & plants, etc. complete with all necessary instrumentation, high capacity hydraulic jacks, etc. complete as per specification and for the test load as directed by Engineer-in-charge. 1) Load test shall be continued till test load or soil failure whichever is earlier. 2) Testing shall be carried out with loading frame with ground anchors/anchor piles/kentledge with platform including all necessary arrangement required for the test, as approved by Engineer-in-charge. 3) Boring, concreting & reinforcement of test pile shall be measured separately in respective items subject to successful completion of test. 4) If load test of pile is not completed successfully, payment shallnot be made for this test item as well as boring, concreting and reinforcement of test pile for which test carried out and another test pile shall be constructed. |
| 138 | Carrying out High strain Dynamic Test on any working pile / Test pile as selected by the Engineer-in-charge. The test shall be carried out by agency approvedby engineer in charge as per IRC-Notification 54 and submitting results / reports in three hard copies with soft copy in CD. Item includes all necessary arrangements required for the test. (with guided frame arrangement) as directed by engineer in charge |
| 139 | Performing Integrity Test (low strain) on all vertical pile. The item shall include chipping of weak concrete at the top of pile, levelling, bending of reinforcing bars, preparation of pile head including testing with pile driving analyser or approved equivalent. To be carried out at least 15 days after concreting of piles. A specialist approved Agency shall be employed by the Contractor for the test. The test shall be carried out as perrelevant ASTM code. The item is including complete testing with approved apparatus, analysis of results and conclusions including submission of test reports in three hard copies with soft copy in CD. as directed by engineer in charge. |
| 140 | Supplying, fabricating and placing in position MS liner made of 6 mm thickMS plate for cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position, applying protective coating, etc. complete as per specification. Depth of liner shall be decided by Engineer-in-charge as per site condition. |
| 141 | Providing and casting in-situ Reinforced Cement Concrete M40 grade controlled cement concrete in pile cap 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete as per specification. The rate is inclusive of all materials, includingnecessary dewatering, mixing in batch mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with labour, tools & plants, machineries, as directed by engineer in charge. |
| 142 | Providing and casting in-situ Reinforced Cement Concrete M40 grade controlled cement concrete in Return Wall, etc.using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, placing in position, scaffolding, staging, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as required, with including cost of finishing equivalent to F3 type exposed concrete and form mark. Any honeycombing/ undulation found shall be rectify to match F3 class finish. Note:- Rates in items shall include cost of providing grooves, chamfers, molding, cut-out etc. in formwork. The work will include placing in position of necessary fixtures, sleeves for various purposes, etc. complete as per drawings, specifications and as directed by the Engineer in charge. |
| 143 | Providing and applying Coal Tar Epoxy protective paint for Pile Cap in two coats of DFT 210 microns for foundations /concrete surfaces in contact with soil complete as per Specifications and as directed by the Engineer including all leads and lifts etc. complete. |
| 144 | Providing and applying anti carbonation, anti fading, mold resistant, heat insulating, and 100% acrylic breathable decorative external waterproof coating of approved shade having Viscosity @ Room Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance properties for coating materials and coating systems for exterior masonry and concrete as per DIN EN 1062-6 (2002-2010) by a NBA Grade "A" accredited institution. |
| 145 | Providing and casting RCC in M-40 controlled concrete Crash Barriers as per detailed drawings including necessary scaffolding, centering, formwork, mixing in machine, transporting, placing, compacting, finishing, curing, etc. complete including providing and fixing of inserts if any with all leads and lifts as per drawing & specification and as directed by Engineer, excluding reinforcement. |
| 146 | Providing and casting in-situ Reinforced Cement Concrete M30 grade controlled cement concrete in Kerb using 6 mm to 20 mm machine crushed well graded stone aggregate, sand of approved quality, OPC 53 grade cement complete as per specification and as directed in charge.. The rate is inclusive of all materials, includingnecessary mixing in batch mix plant, transport, curing, vibrating, placing in position, shuttering, formworks, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary, with all lead and lift with contractor"s labour, tools & plants, machineries, as requiredwith including cost of finishing equivalent to F3 type exposed concrete and form mark. |
| 147 | Providing and applyingSynthetic Enamel Paint Alternate Black & Yellow oncrash barrier and Kerbwith one coat of white primer of cement paint andtwo or more coat of paint including cleaning all dust, dirt and other foreign matters with all material labour equipment"s with all leads and lifts etc. complete. and as directed by engineer in charge. |
| 148 | Providing and laying Double Walled corrugated Pipes (DWC) of Polyethylene (conforming to IS:14930-II) of 90mm O.D.with fittings and necessary connecting accessories of same material at required depth for laying cable in Crash Barrier etc. complete as per specification and as directed by Engineer. |
| 149 | Providing and laying - Filter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications. |
| 150 | Providing & laying weep hole in Abutments, and returns by using PVC. pipe of 100mm including laying in proper grade and jointing the completed as per detailed specification. |
| 151 | Construction of embankment (Earthwork) with approved material obtained from borrow pits with all lifts and leads, transporting to site spreading, grading to required slope and compacting to meet requirement to MoRTH table 300-2.inlayers not more than 200 mm thick as directed by engineer in charge.(Effective CBR Minimum 8 % ) |
| 152 | Providing and fixing in position (Thermo mechanicallyTreated bars) TMT Fe500 D conforming to IS 1786 reinforcing bars of various diameters forRCC work as per detailed designs and drawings and schedule specification and as directed by engineer in charge The rate includes supply, loading, unloading, transporting to site cutting, bending, hooking the bars, binding with 18 SWG GI wires with cost of all equipment, supervisor, taxes, machineries, reinforcement overlap if required labour, materials, tools, plants, equipment"s as required with all lifts and leads placing, tying in position with binding wire, welding, forming the cage and placing it in position etc. Welding and supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing,etc. complete as per drawings and specification. 1) The waste cut pieces shall not be included in the paying quantity. 2) Binding wire shall not be included in the paying quantity. 3) The work shall be done as per approved drawing. For pile, Pile cap, Retaining wall Stem, Crash barrier, Kerb etc. |
| 153 | Training on Plans and Protocols |
| 154 | Orientation to Workers on EMP implementation |
| 155 | Air quality monitoring during preconstruction stage |
| 156 | Air quality monitoring during construction stage |
| 157 | Noise level monitoring during preconstruction stage |
| 158 | Noise level monitoring during construction stage |
| 159 | Noise level monitoring during operation stage |
| 160 | Surface water quality monitoring during preconstruction stage |
| 161 | Surface water quality monitoring during construction stage |
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