Tender For Provision Of Infrastructure Development Works (Earthwork In Embankment, Bridge Extension, Retaining Wall Cum Boundary Wall, Road Works, Etc.) In Connection With Development Of Land For Proposed Poh Cum New Emu Maintenance Depot With Emu St
Tender Value
371.49 Crore
Estimated cost
Bid Submission
21 Sep 2026
39 days left
EMD
7.42 Crore
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Palghar → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provision Of Infrastructure Development Works (Earthwork In Embankment, Bridge Extension, Retaining Wall Cum Boundary Wall, Road Works, Etc.) In Connection With Development Of Land For Proposed Poh Cum New Emu Maintenance Depot With Emu Stabling Sidings At Vangaon (Km 112/1 To Km 115/1, West Side Of Existing Railway Tracks Between Vangaon & Dahanu Road Stations) Under Mutp Iii & Mutp Iiia.
BOQ
| Sl. No. | Item Description |
| 1 | Total Value |
| 2 | SCHEDULE A For detail description of item refer tender document |
| 3 | Providing earthwork with compaction in all height for Railway embankment including bridge approaches with contractors own earth as per scope and specification attached in the tender document/contract agreement with all lead and lift, spreading in layers, watering and rolling at OMC with contractors power driven vibro roller of minimum 8 to10 tonne capacity to the required density of min. 98% of MDD as obtained from heavy compaction modified proctors test in accordance with IS2720(pt VIII) 1983 and IS 10379 of 1982 including dressing the top and side slopes and forming the profile with all contractors tools, labours, materials and plants, fuel, consumables, royalty etc. complete. The work shall be carried out as per Latest / updated edition of “Comprehensive Guidelines and Specifications for Railway Formation”, Specification No. RDSO/2020/GE: IRS-0004 (Including ACS No-01 dated 16.12.2021) September – 2020 published by Geo-technical Engineering Directorate, Research Designs and Standards Organisation.Note:-a) Only vibro roller shall be used for compaction of earthwork. b) Each layer of the earthwork shall be levelled in proper side and longitudinal slopes with grader machine. c) The work within 3.5m from existing track centre shall be done only in traffic block, during day/night. d) The rate is inclusive of lighting arrangement required during night working. e) The rate is inclusive of all required tests as per RDSO’s latest guidelines. Only Ev2 test will be paid under relevant item. All other test required for earthwork as per Specification No. RDSO/2020/GE: IRS-0004 are included in the rate of item. |
| 4 | Providing earthwork with compaction in all height for preloading of Railway embankment with contractors own earth as per scope and specification attached in the tender document/contract agreement with all lead and lift, spreading in layers, watering and rolling at OMC with contractors power driven vibro roller of minimum 8 to10 tonne capacity to the required density of min. 95% of MDD as obtained from heavy compaction modified proctors test in accordance with IS2720(pt VIII) 1983 and IS 10379 of 1982 including dressing the top and side slopes and forming the profile with all contractors tools, labours, materials and plants, fuel, consumables, royalty etc. complete. The work shall be carried out as per Latest / updated edition of “Comprehensive Guidelines and Specifications For Railway Formation”, Specification No. RDSO/2020/GE: IRS-0004 (Including ACS No-01 dated 16.12.2021) September – 2020 published by Geo-technical Engineering Directorate, Research Designs and Standards Organisation, Lucknow.Note:-a) Only vibro roller shall be used for compaction of earthwork. b) Each layer of the earthwork shall be levelled in proper side and longitudinal slopes with grader machine. c) The work within 3.5m from existing track centre shall be done only in traffic block, during day/night. d) The rate is inclusive of lighting arrangement required during night working. e) The rate is inclusive of all required tests as per RDSO’s latest guidelines. Only Ev2 test will be paid under relevant item. All other test required for earthwork as per Specification No. RDSO/2020/GE: IRS-0004 are included in the rate of item. |
| 5 | Earthwork in cutting (Classified) in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, machine and materials and removing & leading all cut spoils either to make spoil dumps beyond 1km. from cutting edge or for filling in embankment with all leads within the section limit, lifts, ascent, descent, loading, unloading, all taxes/royalty, clearance of site and all incidental charges, bailing & pumping out water if required, etc., complete as per directions of the Engineer-in-Charge. The work is to be executed as per Latest / updated edition of “Comprehensive Guidelines and Specifications For Railway Formation”, Specification No. RDSO/2020/GE: IRS-0004 (Including ACS No-01 dated 16.12.2021) September – 2020 published by Geo-technical Engineering Directorate, Research Designs and Standards Organisation, Lucknow..Note:-1) This item is applicable for excavation in all type of soils including ordinary soil, clay, soft murum.2) Rate is inclusive of all type of dewatering i.e. manually or by electric / diesel operated pumps/motor. No extra payment is admissible for dewatering. 3) All suitable excavated material shall be used for Railway embankment with lead of 1km and all lift. 4) The decision of MRVC regarding classification of soil is final and binding.5) Rate of item is inclusive of all cost of transportation of excavated material from cut site to fill site with all contractors labour, vehicle, dumper, loading, unloading, lead & lift etc. complete 6) The rate is inclusive of lighting arrangement required during night working.7) The rates are inclusive of all safety measures to be adopted for protection of structures etc. in the vicinity of works, obtaining license from local authority.8) The rate is inclusive of all required tests as per latest RDSO’s guidelines. 9) The work within 3.5m from existing track centre shall be done only in traffic block, during day/night.10) Rate is inclusive of disposing of unsuitable soil/earth within Railway land with all lead and lift. It, suitable space is not available with in Railway land for disposal of unsuitable soil/earth, cost of transportation will be paid for disposing soil outside Railway land under relevant item of Western Railway USSOR 2021/CPWD DSR 2021. |
| 6 | Refilling/reusing of the suitable earth for Railway formation/preloading obtained from cutting for formation, excavated earth from foundations or preloading etc. in layers of 30cm thick breaching clods, watering and compacting the with contractors rollers labours etc, with all lead and all lift complete as per specification and special condition of contract and as directed by the Engineer in charge with all lead and lift. Note:-1) Only vibro roller shall be used for compaction of earthwork. 2) Each layer of the earthwork shall be levelled in proper side and longitudinal slopes with grader machine. 3) The work within 3.5m from existing track centre shall be done only in traffic block, during day/night. 4) The rate is inclusive of lighting arrangement required during night working. 5) The rate is inclusive of all required tests as per RDSO’s latest guidelines. |
| 7 | Providing of Blanketing over finished formation as per latest RDSO specifications and procedures by supplying materials of approved quality, blending/mixing, spreading in layers not exceeding in 30cm in thickness in loose conditions and levelling by motor grader, watering where ever required and compacting by vibro roller of required capacity upto desired degree of compaction, finishing to correct profile with all lead and lift, complete in all respect to the satisfaction of the Engineer-in-Charge. Rate includes all labour, material, tools, plants, machinery, testing equipment, testing charges, taxes, Royalties, Octroi etc. and all other incidental charges including compaction.The work shall be carried out as per Latest / updated edition of as per Latest / updated edition of “Comprehensive Guidelines and Specifications For Railway Formation”, Specification No. RDSO/2020/GE: IRS-0004 (Including ACS No-01 dated 16.12.2021) September – 2020 published by Geo-technical Engineering Directorate, Research Designs and Standards Organisation, Lucknow.. NOTE:1) Only crusher stone metal crushed to required specification material shall be used for blanketing material with blending of different type of mechanically produced crushed material are required. 2) Blending of material shall be done with either a) Drum type blenders or by b) Pug mill type blenders as specified in IRS-GE-2(latest revision/ amendments). 3) Spreading of blanketing material shall be done with paver. 4) The work within 3.5m from existing track centre shall be done only in traffic block, during day/night only. 5) The rate is inclusive of making lighting arrangement required during night working. 6) Each layer shall be levelled to proper designed profile with grader. 7) The rate is inclusive of all required tests as per RDSO’s guidelines except EV2 test.. |
| 8 | Providing prefabricated PVD drainage system (band drain) (100mmx4mm) horizontally in the embankment with all contractor's material, tools and plants, equipment, labour etc. complete with all lead and lift and as per RDSO report No. GE-R-68 (Prefabricated Vertical PVC drainage system for construction of embankment on compressible soft soil) and as directed by Engineer-in-charge. |
| 9 | Providing prefabricated vertical PVD drainage system (band drain) (100mmx4mm) with all contractor's material, tools and plants, equipment, labour etc. complete with all lead and lift and as per RDSO report No. GE-R-68 (Prefabricated Vertical PVD drainage system for construction of embankment on compressible soft soil) and as directed by Engineer-in-charge.Note :-1) MRVC’s decision on spacing and pattern of vertical PVD will be final and binding on the contractor. 2) Contractor shall take approval to the make of the prefabricated vertical PVD drain system from the engineer in charge of the work before placing order. 3) Contractor shall submit detailed methodology for the provision of prefabricated PVD vertical drainage system for approval of engineer-in charge.4) Stitcher used for installation of PVD band drains shall be provided with data logger to record the details of installation of prefabricated vertical PVD drainage (PVD band drain). 5) The rate is inclusive of lighting arrangement required during night working. 6) Rate is inclusive submitting design for spacing of PVD band drains duly proof checked by IIT Mumbai. |
| 10 | Supplying and fixing in position Galvanised Iron settlement plate gauge of size 300mm x 300mx12mm thick , welded with 50 mm bore A class G.I. Pipe 1.00m long with threated end to so that pipe can be extended by adding pieces of pipe by threading with all contractor's material, labour, transport, lead & lift etc. complete. |
| 11 | Providing and fixing 50 mm dia galvanized pipe B class for settlement plates including cutting threading welding coupler etc. complete with all contractors material. Labour etc complete |
| 12 | Providing and installing vibrating wire type piezometer to measure pore water pressure as per specification attached, suitable for remote reading scanning and data logging at specified locations including two nos of switch cum junction box suitable for connecting and switching in puts from up to 10 sensors with 2 core cable to the read art unit preferable consisting of an aluminium dia cast body with O ring provided between the enclosers and cover to prevent ingress of water. |
| 13 | Providing and fixing 1.2 m high barbed wire fencing along the running track where the work is to be done in close vicinity of the track. The fencing shall be minimum 1.2m high with 1.8 m RCC concrete post placed ever 2 m apart embedded in cement concrete block (M-15) of size 0.3 x 0.3 x 0.6 m, provided with hooks etc., Every 15th post (or nearer if there is an abrupt change in ground slope), last but one end post, and corner post shall be strutted on both sides, and end post on one side only, with struts embedded in cement concrete (1:2:4) blocks of size 0.3 x 0.3 x 0.6m. The fencing shall be provided with 5 horizontal lines and two diagonals of G.I. barbed wire 9.38 kg/100m (min) between the two posts, fitted and fixed with G.I. staples driven into the posts.The fencing shall include two bands (red and white), 300mm long, painted with water-bound paints on the posts from the top. Two bands (100mm apart) of yellow luminous tape, 50mm in width, shall be pasted on the top white band.The rate includes the cost of all materials, including cement. After execution of all works requiring safety fencing in a particular stretch, the fencing shall be removed with the approval of the Engineer-in-charge, the formation shall be repaired to its profile, and the released materials will become the contractor’s property. |
| 14 | Cutting of trees/Mangroove more than 30 cm girth including depositing the wood at nominated locations with loading transporting etc. The contractor shall obtain necessary approval from concerned authorities for cutting/transplanting trees. The required payment to concerned authority for obtaining permission will be made by MRVC.There shall be no payment for cutting of Tree/Mangroove less than 30 Cm girth . Girth of tree over 30 cm and up to 60 cm SubTotal of Item No. 1 to 12A |
| 15 | Payment for ensuring implementation and monitoring of all provisions in Safety, Health and Environmental Manual (SHE Manual) of MRVC during execution of works through entire contract period including deployment of required SHE organization as mentioned in SHE manual with required qualification, arranging training to all workers and staff engaged for work, regular health check-up of labours, arranging SHE meetings, SHE Inspection, SHE audit, SHE communication i.e. posters/signages/VIDEO/Audio, SHE housekeeping, Safety training, provision of protective wears, labour welfare measures, Environmental management, traffic management of vehicles for construction activities, etc. complete as detailed in Safety, Health and Environment manual of MRVC. Notes: -1. The amount against this item will be released in proportion to the percentage of value of work done & billed in each interim payment.2. Separate SHE organization/team shall be deployed with required adequate support staff as mentioned.3. Penalty will be imposed for failure or violations in implementation of SHE manual provisions as mentioned in Part V of SHE Manual.4. Persistent failure or violation of SHE manual provision may attract termination of contract. 5. Only payment for Ambient Air quality monitoring, Noise Level Monitoring, Analysis of Drinking water and Analysis of soil sample etc. will be paid separately under relevant items of the schedule.6. Payment will be released with each interim payment as per percentage quoted by the contractor for this item after recovering penalties imposed for violation of provision of manual, if any.7. During non-progress of work no payment will be made under this item.Example: - Payment due to the contractor in the First Interim Payment for all items operated from Item No. 1 to Item No.12a of Schedule A Part I is Rs. 1,00,00,000.00 (Rs. One Crore only), then payment due under this item after compliance of SHE manual is Rs. 1,00,000/- (Rs. One Lakh Only) duly modified by accepted percentage rate of the contractor. 8. During non-progress of work no payment will be made under this item. 9. SHE organization with following experts (With required support staff) to be deployed as per requirement for this LOT.1. Safety Steward – As per requirement 2. Safety Supervisor - 3 No.3. Electrcal Supervisor – 2 No.4. Enviornment Manager – 1 No.5. Safety Officer – 1 No.6. SHE Manager - 1 No. Please refer MRVC SHE Manual available on MRVC web site for further details. TOTAL SCHEDULE A |
| 16 | SCHEDULE BFor detail description of item refer tender document |
| 17 | Providing and Fixing temporary barricading to enclose construction area of minimum 2.40 meters high with mild steel angle frame of size 75 x 75 x 8 mm and GI corrugated sheet of 0.5 mm thickness as per the approved drawing and as per specifications, including foundations. The rate includes one coat of red oxide primer before erection, two coats of approved paint & shade (including MRVC logo at every 15-20 metre) as per the specifications, erecting in position, welding / bolting. The rate includes cost of all materials, including fixtures, bolts, painting, labour, transportation, leads, lifts, crossing of tracks, etc., complete. aAs directed by the engineer.Note: 1. Payment schedule: a) 60% payment will be released on installation as per approved drawing.b) 10% of the payment will be made for satisfactory maintenance of barricading after six months including one coat of painting. Additional 10% will be paid after satisfactory maintenance after 12 months including one coat of painting.c) Balance 20% payment will be made on completion of work at site as certified and directed by Engineer-in Charge and on removal & clearing of site.2. Released materials will be the property of contractor after satisfactory completion of work. Contractor has to remove and clear the site after work is over.3. This item is payable only for construction works on existing operational platforms, public movement area. Barricading is not payable for all other locations such as labour camps,casting yard, working area of contractor etc. |
| 18 | Excavation for foundations in all type of soils, boulders including rock not requiring blasting/chiselling including dewatering by manual or mechanical means etc. as per specifications with all contractor's own machinery and equipment, labour, taxes, royalty, materials, all lead & lift, shoring, strutting, timbering and buttressing with sand/clay bags and all such measures necessary to retain in position the sides of the foundation pit and including refilling the excavated material with watering, ramming, levelling the site and disposing off the surplus/unusable earth to low lying area within Railway boundary or outside Railway premises as per directions of Engineer-In-charge. Note 1: Only good earth should be used in refilling of foundation/bank as per technical specifications. Rate shall be inclusive of all lead, lifts etc. complete. Payment shall be made only for design profile and no payment shall be given for any extra cut.Note 2:1) The rate is inclusive of lighting arrangement required during night working.2) The rates are inclusive of all safety measures to be adopted for protection of structures etc. in the vicinity of works, obtaining license from local authority as may be required.3) Payment shall be made only for design profile and no payment shall be given for any extra cut.4) Rate is inclusive of all type of dewatering i.e. manually or by electric / diesel operated pumps/motor. No extra payment is admissible for dewatering.5) Any excavation within 3.5 m from the centre line of existing track shall be done only in block. |
| 19 | Excavation for foundation of bridges in rock cutting by chiselling, burning, chemically splitting etc. at all locations including near running track and adjacent to existing structures, building, ensuring complete safety of trains and railway installations with all contractor's labour, tools, plants, machinery, and other materials etc. (Blasting not Permitted) complete with contractors labour, machinery, transport with all lift and lead, loading unloading etc. and leading spoils to nominated locations within or outside Railway boundary as directed by Engineer - In-charge.Note:1) The rate is inclusive of lighting arrangement required during night working.2) The rates are inclusive of all safety measures to be adopted for protection of structures etc. in the vicinity of works, obtaining license from local authority as may be required.3) Payment shall be made only for design profile and no payment shall be given for any extra cut.4) Rate is inclusive of all type of dewatering i.e. manually or by electric / diesel operated pumps/motor. No extra payment is admissible for dewatering.5) Any excavation within 3.5 m from the centre line of existing track shall be done only in block. |
| 20 | Manual excavation in all type of soils, boulders excluding rock for making trenches to locate cables including refilling the excavated material with watering, ramming, levelling the site, crossing of track, and disposing off the surplus earth to low lying area within railway boundary or outside railway premises as per directions of Engineer-in-charge complete in all respect.Note:1) The rate is inclusive of lighting arrangement required during night working.2) The rates are inclusive of all safety measures to be adopted for protection of structures etc. in the vicinity of works, obtaining license from local authority as may be required.3) Payment shall be made only for design profile and no payment shall be given for any extra cut.4) Rate is inclusive of all type of dewatering i.e. manually or by electric / diesel operated pumps/motor. No extra payment is admissible for dewatering.5) Any excavation within 3.5 m from the centre line of existing track shall be done only in block. |
| 21 | Providing and laying hand packed rubble soling in foundations/flooring , etc. with all contractor's stone, material, labour, tools & plants etc. including all lead & lift, crossing of track, transportation etc complete as per Railway's specifications and direction of Engineer-in-charge. |
| 22 | Providing and laying Ready Mixed Plain Cement Concrete of M-20 grade concrete, produced from approved microprocessor controlled automatic batching plant for PCC/ levelling course of foundation for bridge with machine crushed well graded stone aggregate of size not more than 20mm and sand of approved quality including formwork wherever necessary with all lead & lift, dewatering, transporting, placing , compaction, curing of concrete including using all types of form work, shuttering, centring, scaffolding, etc. complete with all contractors labour, cement, material, construction chemicals such as plasticizer, retarder etc, plants & machineries with all lead & lift complete as per technical specifications.(minimum content of Cementitious material shall be 350 Kg per cum of concrete and Maximum Water Cement Ratio 0.40. Minimum content of Ordinary Portland cement shall be 300 kg per cum of concrete. Fly ash or GGBS or Micro Silica can be used as other cementitious material.)Note:-1) Rate is inclusive of Chloride free admixture such as super plasticizer. 2) Form work shall be approved by Engineer- in -charge before use. 3) The contractor shall install automatic batching plant of suitable capacity or use RMC for the concrete work, except for the location and components of work permitted by engineer in charge for use of mechanical mixer with weigh batcher at site. For such concreting by mechanical mixer at site payment under item of Extra for using RMC will not be made.4) Extra payment for using RMC/ Concrete from automatic batching plant will be made under relevant item separately. 5) Extra payment for using pumps/placer boom or crane & bucket for placing of concrete will be made under relevant item separately. 6) Payment under item of “Extra for using pumps/placer boom or crane & bucket etc.” shall not be payable for concrete placed by manual means or directly from concrete transit mixer without using pumps/placer boom or crane & bucket.7) The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineer’s in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 300/- per cum will be made from payment. |
| 23 | Providing, casting and fixing design Mixed concrete of M-25 grade for casting of well bottom plug, wall of well, pre-cast RCC members like Footpath slab, Coping of bridges/ Platform,RE Wall, Retaining wall , FOBs, Bridge Tablet, Bridge Plaque, etc with 20 mm graded machine crushed stone aggregate, weigh-batching, mechanical mixing, placing, compaction, finishing the surface and curing of concrete etc. with all special type of shuttering, transportation fixing, staging, scaffolding complete with contractor's tools, plants, labours and materials of approved quality including all lead and lift etc. complete as per specifications & direction of Engineer-in-charge. (minimum content of Cementitious material shall be 350 Kg per cum of concrete and Maximum Water Cement Ratio 0.40. Minimum content of Ordinary Portland cement shall be 300 kg per cum of concrete. Fly ash or GGBS or Micro Silica can be used as other cementitious material.)Note:-1) Only reinforcement steel will be paid under relevant items. 2) Rate is inclusive of casting in yard, curing, transporting and placing in position with all contractor's labour with all lead & lift. 3) Rate is also inclusive of multiple handling before final placing & fixing of member. 4) Measurement for payment of this item will be based on dimension of precast member. 5) Payment of this item will be released only after fixing of precast member at its final position.6) The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineer’s in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 300/- per cum will be made from payment. |
| 24 | Providing design mixed M-35 grade Reinforced Cement Concrete produced from approved microprocessor controlled automatic batching plant for RCC bridge work with Maximum aggregate size of 20mm crushed graded stone aggregate and sand of approved quality including all lead & lift, dewatering, weigh batching, mechanical mixing, compaction, curing including using all types of form work, shuttering, centering, scaffolding, providing necessary arrangement for fixing OHE mast & bolts etc. complete with all contractors labour, cement, material, construction chemicals such as plasticizer, retarder etc, plants & machineries with all lead & lift complete as per technical specifications. (Minimum content of Cementitious material shall be 400 Kg per cum of concrete and Maximum Water Cement Ratio 0.40. Minimum content of Ordinary Portland cement shall be 300 kg per cum of concrete. Fly ash or GGBS or Micro Silica can be used as other cementitious material)Note:-1.) The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineer’s in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 300/- per cum will be made from payment. |
| 25 | Reinforced Cement Concrete of M-35 grade in pile caps, footings, RCC approach slab, Raft and foundations, bottom slab of RCC box etc., of all types of structures like ROB, Subway, Minor bridges, Major Bridges , Drains etc. |
| 26 | Reinforced Cement Concrete of M-35 grade in Retaining wall, Return wall, Piers, abutment, pier & abutment caps of bridge sub structures, Walls & Top slab of Precast/ Cast in situ RCC Box. |
| 27 | Providing and placing of design mixed M-45 grade cement concrete produced from microprocessor controlled batching and mixing plant, with Maximum aggregate size(MAS) of 20mm graded stone aggregates for precast post tensioned Prestressed Concrete Girders, precast post tension prestressed concrete slabs (casting in yard) and Cast in situ Voided PSC Slab & launching of girders/slabs with all contractors labour, material, tools and plants including all lead and lift etc. complete as per technical specification.(For M-45 Grade Minimum content of Cementitious material shall be 440 Kg per cum of concrete and Maximum Water Cement Ratio 0.40. Minimum content of Ordinary Portland cement shall be 350 kg per cum of concrete. Fly ash or GGBS or Micro Silica can be used as other cementitious material) |
| 28 | Providing, casting and placing in position precast Ballast retainer as per approved drg. in M-40 grade concrete produced from approved microprocessor controlled automatic batching plant, on substructure of bridge, with Maximum aggregate size of 20mm crushed graded stone aggregate and sand of approved quality including all lead & lift, weigh batching, mechanical mixing, compaction, curing including using all types of form work, shuttering, centering, etc. complete with all contractors labour, cement, material, construction chemicals such as plasticizer, retarder etc, plants & machineries with all lead & lift complete as per technical specifications.(For M-40 Grade Minimum content of Cementitious material shall be 440 Kg per cum of concrete and Maximum Water Cement Ratio 0.40. Minimum content of Ordinary Portland cement shall be 350 kg per cum of concrete. Fly ash or GGBS or Micro Silica can be used as other cementitious material) |
| 29 | Extra for using equipments like placer boom/concrete pump/ crane bucket method for pouring/placing of concrete in its final position, with all contractors labours, tools, plants, machinery, consumables, etc complete and as directed by Engineer-in-Charge. |
| 30 | Providing cast-in-situ vertical bored piles in design mix reinforced cement concreteof M-35 Grade with 20 mm graded machine crushed stone aggregate through all types of soils, boulders, soft rock and hard rock including boring. chiselling and socketing in rock with all contractor's labour, material (except reinforcement steel), tools and plants, chemicals, admixtures, all lead and lift, crossing of tracks etc. as per specifications, weigh batching of ingredients, mechanical mixing, placing, providing permanent / temporary liners (payment of permanent liners will be made separately) disposal of ecxcavated materials within railway premises as per direction of Engineer-in-charge, levelling of ground, chipping off pile top to remove laitance concrete above cut-off level including cutting and removing liner above cut-off level etc. complete as per direction of Engineer-in charge.(Minimum content of Cementitious material shall be 400 Kg per cum of concrete and Maximum Water Cement Ratio 0.40. Minimum content of Ordinary Portland cement shall be 300 kg per cum of concrete. Fly ash or GGBS or Micro Silica can be used as other cementitious material)Notes:1. Steel reinforcement and permanent MS liners will only be paid separately.2. Length of piles shall be measured from the cut off level upto the founding level.3. Rate is inclusive of chloride free admixture such as super plasticizer and cover blocks.4. The rate is inclusive of chipping of pile top to remove laitance and concrete above cut off level.5. The rate is inclusive of any levelling of ground or filling required to make working platform for piling and removing the platform and cleaning of site after piling work to its original condition.6. No empty boring shall be payable.7. The guidelines for deciding depth of embedment are given in specification.8. Minimum depth of embedment in rock shall be as per approved drawing.9. Extra payment for chiselling in hard rock in addition to boring of piles, if chieselling is resorted to in hard rock, will be made.10) The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineer’s in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 300/- per cum will be made from payment. |
| 31 | For 1200 mm dia pile |
| 32 | Boring, providing and installing Precast reinforced concrete piles of specified diameter below the pile cap in Ready mixed controlled cement concrete of M-35 grade (Minimum content of Cementitious material shall be 400 Kg per cum of concrete and Maximum Water Cement Ratio 0.40. Minimum content of Ordinary Portland cement shall be 300 kg per cum of concrete. Fly ash or GGBS or Micro Silica can be used as other cementitious material), to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the length of pile to be embedded in the pile cap etc. all complete. The item includes precast pile shuttering for casting, boring in all types of soil (excluding chiselling in hard rock) for socketing, temporary liners or use of bentonite slurry for avoiding side collapse of ground, chipping off pile top above cut off level etc. complete with contractor's tools, materials, plants, chemical admixtures etc. as per Railway's specification and relevant codes.Note:-1) Rate of RMC is inclusive in the Item hence no extra payment will be made for RMC2) No site concreting is allowed for casting of pile only RMC is allowed3) The contractor shall install automatic batching plant of suitable capacity or use RMC for the concreting work, except for the location and components of work permitted by engineer’s in charge for use of mechanical mixer at site. For such concreting without RMC, deduction at the rate of Rs. 300/- per cum will be made from payment. |
| 33 | 600mm Dia pile |
| 34 | Providing, fabricating, fixing and installing permanent casing pipe(Mild steel liners) for bored RCC piles for all diameters with beinding shape and specified thickness of steel plate including all labour, materials, pumping and bailing out water wherever required, complete as per technical specifications as directed by Engineer in charge. This will include the weight of plate only and no cognizance will be given for the fittings, i.e. rivets and welding etc.Note:-1) Liners shall be provided for full height of pile or upto the depth of refusal of liners including the height of pile to be chipped off or as per the instructions of the Engineer. Liner shall be paid only upto cut off level of pile. Liner above cut off level, if initially provided, shall not be paid. Contractor will be allowed to take away liner-wastage above cut off level.2) Nothing extra shall be payable for any wastage, fabrication tolerances etc.3) Depth of liner shall be decided by Engineer-in-charge at site and his decision shall be final and binding on the contractor. |
| 35 | Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means. |
| 36 | For 1200 mm dia pile |
| 37 | For 600 mm dia pile |
| 38 | Supplying, Providing and placing in position high yield strength deformed TMT bars of Fe 500D grade procured from primary manufacturer such as SAIL, JINDAL, TISCO or Rashtriya Ispat Nigam Ltd. conforming to IS 1786 of all diameters in RCC works. The rates includes supply, loading, unloading, transporting to site, cutting, bending, hooking, placing and fixing in position with contractor’s galvanized binding wire of 18 SWG, cover block of same grade concrete, labour, tools & plants all lead & lift, crossing of tracks etc. as per the approved drawings as directed by the Engineer. Note: 1. The item will be paid only for quantities used actually excluding overlaps other than designed and as indicated in technical specifications. 2. The wastage, cut pieces shall be taken away by the contractor and the same will not be paid. |
| 39 | Supplying, Providing and placing in position high strength deformed stainless steel bars reinforcement of Grade G-410 L conforming to IS 16651-2017 for RCC work. The rates includes supply, loading, unloading, transporting to site, cutting, bending, hooking, placing and fixing in position with contractor’s Stainless steel binding wire of diameter 1.1mm to 1.2mm , cover block of same grade concrete, labour, tools & plants all lead & lift, crossing of tracks etc. as per the approved drawings as directed by the Engineer. Note: 1. The item will be paid only for quantities used actually excluding overlaps other than designed and as indicated in technical specifications. 2. The wastage, cut pieces shall be taken away by the contractor and the same will not be paid. |
| 40 | Providing 300 mm thick dry-stone pitching with boulders. Stone of not less than 20 Kg each in weight with all contractor's stone, materials, labour, tools and plants etc. including all taxes, royalty, all lead & lift, transportation etc. complete as per specifications and direction of Engineer-in-charge.Notes: 1. Contractor has to use stone/boulders released from Railway's cuttings/foundations after breaking them to required size, for which a deduction of Rs 131/- per cum will be made.2. In case released Railway stone/boulder is not available, outside stone/boulder can be used only with permission of Engineer-in-charge. |
| 41 | Providing & placing boulders/stones behind abutment/ retaining wall by hand packing to required height and width with all contractor's labour, material, stone etc. complete with all lead & lift as per Railway Specification and directions of Engineer-in- charge. |
| 42 | Providing and 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 11:1, aggregate gradation after blending to be as per specifications, OP cement content not to be less than 170 Kg/cum and Fly Ash 50kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, with materials, abour, transportation, tools and plants, all leads & lifts laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. |
| 43 | Providing & fixing in position reinforced Elastomer bearing of approved size & specifications with all contractor’s labours, materials, tools & plants etc. complete. Elastomer bearings shall confirm to specification attached in tender documents. Payment will be made by volume of reinforced neoprene bearing. Rate shall be inclusive of 1) all materials, labours 2) Cost of test bearing3) Testing of bearings etc.4) All lead and lift. Etc. complete Note: Payment will be made only after fixing of bearings at exact locations. |
| 44 | Providing & fixing expansion joints as per RDSO's drawing No. RDSO/B/10247/3 with latest alterations with all fixtures, joints sealant with all contractor’s structural steel & other materials, labour, galvanization etc. complete. The rate is inclusive of 115-micron thick galvanizing of all steel components, though it is not mentioned in drawing. Note: The payment will be made only after fixing of expansion joints as per approved drawings. |
| 45 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. |
| 46 | Painting the HFL and danger level marks, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc including writing complete |
| 47 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white back ground with all labour, tools, cement, paint etc. With all lead and lifts. |
| 48 | Providing, supplying and fixing regulatory warning road sign boards (fixed permanently) of standard made up with high intensity grade retro-reflective type sheeting complete as per drawing and technical specification and as directed by the Engineer |
| 49 | Demolishing all type of brickwork, stone work, cement concrete including requiring use of chisels/mechanical drills/pavement breakers/rock splitters etc. for demolishing at all locations with all contractor’s labours, tools & plants, scaffolding etc. complete with all lead and lift for disposing demolished material with in Railway area. The usable demolished material will be used in filling as required. The surplus material will have to be disposed outside Railway premises for which payment will be made in the relevant item. |
| 50 | Demolishing RCC work including cutting and stacking of steel bars and disposal of unserviceable material within 50m lead. (No Extra payment for scraping, cleaning and straightening of bars to be made.) |
| 51 | Dismantling steel work, upto a height of 10 m with all contractor’s labours, tools & plants, machines, scaffolding etc. complete with all lead and lift. The contractor will take all safety precaution and remove the material immediately.The released material will be taken away by contractor as directed by Engineer-in-charge. Credit for taking away of dismantled steel will done in item below.Note:Payment will be made based on standard weight of structural steel sections used in dismantled structure after 20% reduction for loss of section due to corrosion.No actual weighment will be done for dismantled steel. |
| 52 | Credit to Railway against the Dismantled steel from existing ROB and the steel plates used for protection from spalling during dismantling as per approved dismantling scheme, which will be the property of contractor after the completion of work. Contactor has to deposit the amount in advance as per the progress of work of dismantling steel prior to taking away the steel from the site of work.Note:-(i) Quantities payable will be based on approved drawings of existing ROB applying 20% reduction for loss of section due to corrosion. No actual weighment will be done for dismantled steel from existing ROB(ii) Quantities for steel items used for protection from spalling during dismantling, which will be paid under relevant USSOR Items, recovery will be made for same quantities. |
| 53 | Providing Cofferdam made up of Earth or bags filled with impervious material such as clay for the construction of substructure of bridge as per technical Specification with all Contractor's labour, materials, tools and plants, dewatering, etc. complete with all lead & lift.Note:-1. The height of cofferdam shall be decided as per site conditions and approved by the Engineer-In-Charge. Railway's decision is final and binding on the contractor. 2. Top width of cofferdam maximum payable is 1.50m with 1:1 side slopes or actual provided whichever is less for 3 sides and 3.50 m for one side with 1:1 side slopes or actual provided whichever is less. The wider side will be used as working platform cum access for vehicle formwork.3. Payment for coffer dam for particular structure will be made only once in execution period. Payment for rebuilding of cofferdam due to any reason, such as flood, monsoon shall not be accepted. 4. Released material/ earth of cofferdam shall be used for embankment after completion of substructure work. 5. Quantity paid under this item will be deducted from total quantity payable under item of earthwork in embankment with contractor's earth irrespective of whether it is used or not for embankment. 6. Coffer dam shall be removed from the all stream, river, nallah, culvert etc. before 15th May of every year to avoid any obstruction to natural flow in river/creek in monsoon.7. Payment for dismantling of coffer dam will be made in relevant item. |
| 54 | Dismantling Cofferdam made up of Earth or sand/clay for the construction of substructure of bridges with all Contractor's labour, materials, tools and plants etc. complete. |
| 55 | Providing & removing Cofferdam made up of steel sheet piles or well type cofferdam made up of steel plate & strucutral members for working in the middel of water way for casting of pile cap/, ier etc. with all contractor's material, labour, tools, plants, crane etc. complete. After completion of work relased cofferdam and it's material is contractor's property. |
| 56 | Providing, fabricating, fixing in position to exact design profiles and prestressing of H.T. steel cables of all classification made from high tensile, Low Relaxation strands conforming to IS:14268 (latest version) in Prestressed Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, including supplying and fixing in position anchorages of approved quality and make conforming to BS:4447, covering with rich epoxy mortar pad of all anchorages, recesses after stressing and anchoring of cables, including supplying and placing spiral corrugated type galvanised metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter and thickness, placing, bending, grouting, fixing, grouting of cable ducts with cement grout after stressing etc. including all lead and lift with contractor’s own materials, cement, grouting compound, labours, taxes, equipments, machineries for prestressing etc. complete as per drawings, specifications and direction of Engineer. Payment shall be made in terms of weight of HTS cables as per drawing. |
| 57 | Extra for disposing off surplus excavated earth or unusable/unsuitable earth/muck/debris etc. outside Railway Boundary with local body permission and all contractor's tools, plants, equipments and labours with loading, unloading, transport etc. complete including all lead & lift as per the direction of Engineer in charge. |
| 58 | Conducting in situ full size Plate load test (PLT) at selected location to determine Ev2 Modulus of elasticity (also Deformation) at the second step loading as per German code DIN 18134:20018 FOR DETERMINE THE DEFORMATION AND STRENGTH CHARACTORSTICS OF SOIL BY PLATE LOAD TEST including making loading arrangements etc. with all contractor's labour, tools, gauges etc. complete with all lead and lift including excavation and refilling of trial pit |
| 59 | Conducting Static Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Load testing on any pile by static load test as per IS Code method including making all arrangement, machineries like Piling Winch, Chisel, covering plate on test pile, Emitter, Reflector and other instruments required for displacement measuring tool and plant, labour etc. complete & submitting the test result as required in acceptable form to the satisfaction of Engineer-in- Charge. |
| 60 | Initial load test upto 100 ton capacity pile |
| 61 | Extra for every increase of 50 ton in pile capacity or part thereof over 100 ton |
| 62 | Routine load test Up to 50 ton capacity pile |
| 63 | Extra for every increase of 50 ton in pile capacity or part thereof over 50 ton |
| 64 | Conducting low strain pile integrity test on RCC bored piles of any dia., using standard equipment confirming to ASTM- D5882. The rate includes submission of reports in 4 copies including one soft copy. |
| 65 | Conducting High strain Dynamic testing as per ASTM D4945-89 (Code of American Society for Testing and Material ) on cast-in-situ RCC pile inclusive of analysis including all contractor's equipment, manpower, site preparation, build-up of pile head, lead and lifts etc complete as per standard procedure, and as directed by the Engineer in Charge.Note:- Rate is inclusive of1) All equipment such as hammer, crane, steel plate, plywood, fuel, power, water etc.2) All labour and consumable required3) Mobilisation of equipment, staff etc.4) Preparation and submission of Reports in 3 copies.5) Site preparation6) Extra length of pile head to be cast for dynamic testing and also dismantling of the same after test. |
| 66 | Boring vertically for sampling & field testing of strata through all type of soil strata, weathered rock and soft rock except hard rock with rotary drilling machine for bore diameter of 150 mm for depths as measured below from existing ground level at rig location with all contractors labours, tools, plants, machinery, consumables, transport etc. complete and as per direction of Engineer-in-Charge. |
| 67 | Taking out 100mm dia & 450mm long undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labelling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS 2720 |
| 68 | Conducting standard penetration test as per IS 2131 at approximate 1.5 m intervals in bore holes, as directed by the Engineer in charge. |
| 69 | Collection of Water sample at required intervals |
| 70 | Conducting laboratory tests on collected soil samples as per relevant IS Code |
| 71 | Moisture content / Dry density |
| 72 | Atterberg limit |
| 73 | Specific gravity |
| 74 | Grain size analysis including Hydrometer analysis |
| 75 | Natural density |
| 76 | Consolidation test |
| 77 | Unconfirmed compression test |
| 78 | Tri-axial test |
| 79 | Conducting Laboratory tests on collected ROCK samples as per relevant IS Code |
| 80 | Density test |
| 81 | Water absorption & Porosity |
| 82 | Hardness |
| 83 | Unconfirmed compression test |
| 84 | Preparing and submitting to Railways, 1 sets of completion drawings (all detailed drawings) after completion of work, on polyester based tracing films (min. 75 microns thick, one side mat of superior quality) in black indelible ink duly incorporating all additions and alterations in red ink, along with a copy of the same on a CD, 6 blue prints and 1 copy on RTF. |
| 85 | Provision of Multipurpose assistant for implementation of safety and traffic management plan. |
| 86 | \\"Providing following machine on hire basis for speeding of the work during block/non-interlocking railway work as directed by engineer in charge at site with all contractors machinery, fuel, operator, crew, assisting labour complete. The rate of hiring the machinery will be per machine per shift per block. One shift means working of 8 hrs or part thereof. The item will be operated during block or Non-interlocking only for the purpose of speeding up the work, for early completion of the work during the block and is intended to be operated to provide additional resources over and above normal resources. The requirement of any machinery for executing a particular item during or prior to block is covered in the rate of relevant items only. The item will be operated at the sole discretion of the engineer.\\" |
| 87 | Dumper/ truck of 9.5 t capacity |
| 88 | Hydra crane of 12-15 tonne capacity. |
| 89 | Providing fully furnished porta cabin with partition & urinal on hire of minimum size 6.1mx3.0m fully wired, one Table with chair, two Visitor chairs, small Almirah, one side table, AC, computer, printer, stationeries etc., in one side of partition and 1 big table with six chairs on other side of partitions as directed by Engineer. Rate includes contractor's material, labour, transportation, lead & lift etc. complete. The cost also includes maintenance, security, electricity & cleaning during contract period. |
| 90 | Hiring of one AC vehicle (Scorpio/Taveras/Innova/Tata sumo/Ertiga or equivalent) with driver in a month for transporting MRVC officials as per specifications . Note-(I) Maximum 2000 Km Per Month ( all seven day of all weeks) with 24 hours availability.(II) The rates includes petrol/diesel, vehicle maintenance, overtime allowance as applicable. |
| 91 | Extra for running and maintenance of every additional km over and above 2000 kms as specified in item. |
| 92 | Providing two coats of coal tar epoxy of anticorrosive coal tar epoxy Hi Build compound over one primer coat of epoxy zinc phosphate on concrete surface in contact with earth with all lead and lift including all contractor’s labour, material, tools & plants etc. complete. |
| 93 | Providing protective coating to exposed concrete face of bridge as per CECRI, Karaikudi - integrated 4 coat system having 1st coat of micaceous iron oxide under coat, second coat polyamide primer, third coat of polyamide finish coat and last coat of aliphatic acrylic polyurethane finish coat (Berger thane or similar paint) as per detailed specification attached. |
| 94 | Providing Environmental Monitoring services from NABL Accredited and recognized by Ministry of Environment & Forest (Moe) Laboratories with all contractor’s equipments, consultant, Technical staff, and labours on location decided by MRVC for monitoring following parameters. Rate is inclusive of all charges of Laboratories, testing charges, mobilization and demobilization etc. complete. |
| 95 | Ambient Air Monitoring to monitor following parameters.1. Respirable Suspended Particular Matter (RSPM) PM 10 & PM 2.52. Sulphur -Di- Oxides (SO2)3. Oxides of Nitrogen (Nox)4. Lead (Pb)5. Carbon Monoxide (CO)6. Nickel (Ni)7. Ozone (O3)8. Ammonia (NH3)9. Benzene (C6H6)10. Benzo (A) Pyrine (BAP)11. Aresenic (AS) |
| 96 | Noise Level Monitoring by calibrated Noise Level Meter in DB at Day Time & Night Time Parameter to be Analysed : Leq dB(A) |
| 97 | Analysis of Drinking Water Sample as per IS 10500 (Total 65 Parameters) |
| 98 | Analysis of Soil Sample.Following Parameter to be analysed for each sample.1. pH2. Chloride as Cl3. Sulphate as SO44. Calcium as Ca5. Magnesium as Mg6. Sodium as Na7. Potassium as K8. Total Phosphate9. Conductivity |
| 99 | Providing and fixing expansion joint in position of standard preformed scaled and slab type or stripped seal elastomeric expansion joints for Road Over Bridges in carriage ways or elsewhere as per approved drawings and latest MORTH / IRC codes and specifications and as directed by the Engineer in charge including all contractor's all material, lead, lift, labour, supervisors, all taxes, royalty transport, testing, surface preparations, inserts bolts, socket tubes, neoprene sheet/ cap etc. complete. The rate includes supplying and fixing extra angles as per requirement at site for providing wearing coat to maintain gap of 40-50mm including sealing with Bitumen. this angle shall be properly welded with the expansion joint. complete as required for successful completion of work of this item. |
| 100 | Providing decking system and roof ceiling using decking sheets of BMT (Base Metal Thickness) of 1.2 mm with minimum yield strength of 550 MPA having 275 GSM (Gm/Sqmt) coating on both sides of sheets confirming to AS 1397 and BS EN 10147:2000 similar to LYSAGHT SMARTDEKTM 51 of Tata Blue Scope or equivalent system as per manufacturer’s specification including profiling, embossing & fixing with all contractor’s men, materials, fasteners, fixtures, equipments, etc complete including working across track above OHE with all lead & lift. This item is to be separately designed for using as decking sheet of deck slabs of ROB/FOBs/Skywalks and for using as false ceiling of FOBs/Skywalks for roof lighting arrangement from the manufacturer and shall be executed through one of the authorized & experienced agency mentioned by supplying firm. |
| 101 | Providing, Supplying, Fabricating, assembling and erecting in position steel girders spans as per the approved drawing for composite construction i.e. (Steel + RCC) of superstructure of the Road over bridge with contractor's own mild structural steel confirming to IS: 2062-2011 ( or latest) with all welding, rivets, nuts bolts etc. with contractor's own materials, fabrication, erection at position, machinery, templates, fixtures, equipments tools and plant, transportation skilled/ unskilled labour, excise duty, Octroi, sale and tax and other taxes, all leads, lifts, decent, loading, unloading, crossing one or more Railway track if required etc. complete and as per technical specifications section 1900 of MORTH. The rate is inclusive of transportation of fabricated girder parts to site by contractor's own means at his cost. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly and painting as detailed below. After fabrication and metallizing in workshop first primer coat Epoxy Zinc Phosphate primer to RDSO Specification M&C/PCN/102/2009 to 60 microns min, dry film thickness( DFT) giving sufficient time gap between two coats to enable the first coat of primer to hard dry to all parts. Primer coat will be followed by intermediate one coat of Epoxy Micaceous Iron Oxide paint to RDSO Specification No. M&C/PCN/103/2011 to 100 microns minimum DFT and allow it to hard dry. Intermediate coat will be followed by One coats of polyurethane aluminium finishing to RDSO Specification No. M&C/PCN/110/2006 will be applied on the girder parts before transportation of girder parts to the site with all the contractor's paint and primer of approved quality. Note:1. Payment Schedule:(i) Receipt of material at site / RDSO workshop: 50%(after physical verification, inspection, NABL testing & issue of inspection report/certificate by TPI Agency) (ii) On complete fabrication inspection and passing, painting etc, ready for dispatch: 30% (iii) On arrival at site, paint touching etc, accepted by MRVC: 20%2. It is mandatory to fabricate steel girders in RDSO approved workshop only. All welds are to be made by RDSO approved welder using approved welding procedures with submerged arc welding. |
| 102 | Compressive strength of concrete core (Including Extraction, Dressing & capping) Min 3 core per Mobiliziation. |
| 103 | Providing Aluminium Spray metallizing to various members of FOB/Skywalk/Composite Girder/OWG etc. across the track such as columns, cross girders, Girders, stiffeners, bracings, and all component of composite Girder etc in two layers after preparing surface by sand/grit blasting as per provisions laid in Appendix VII of IRS B-1-2001 code (latest edition) and provisions of bridge manuals with contractor's own materials, tools, plants, labour, loading, unloading, transportation, handling, re-handling, if any including all lead, lifts, descents, crossing of track, etc. complete in all respect and as per direction of the engineer-in-charge. Note: 1) Cost of painting after metallizing is not included with this. It will be paid separately in relevant items. |
| 104 | Providing, normal headed/round shear studs, shear connectors 25mm dia. and 200 mm length (or as per approved drawing) along with ferrule on top flange of girder for deck slabs as per the direction or approval of Engineer in charge. In case, shear connectors/ studs of other sizes are required, then payment / recovery on pro-rata basis on the basis of weight shall be made. The rate is inclusive of all material, labour, service charges, transportation, lead, lift, wastages, testing and welding with stud guns etc. complete in all respect. Nothing extra shall be payable other than the rate quoted.Note:1. Welding of stud shear connectors shall be done by \\"Drawn arc stud welding with ceramic ferrule\\" technique.2. The stud shear connector and ceramic ferrules shall conform to Type SD1/UF as per BS EN ISO 13918.3. Mechanical properties of stud shear connectors shall be as per ISO 6892 / BS EN ISO 13918.4. Shape of tip of stud shear connectors may be chosen by manufacturer. The stud tip shall be supplied with flux in the form of press fitted aluminium ball or aluminium spray coating.5. The diameter of ceramic ferrule D7 as per figure 13/ Table 18 of BS EN ISO 13918 shall be 26 + 0.5mm/-0 mm. |
| 105 | Providing and applying Epoxy zinc phosphate Primer of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, including cleaning/preparing steel surface by sand blasting/ papering to required grade, with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 106 | Providing and applying with Micaceous Iron Oxide intermediate coat of \\"ASIAN\\" or similar brand of approved standard and quality on steel works as per specification attached, with all contractors material, labours, tools & plants, machineries, consumables etc. complete as directed by Engineer-in-charge. |
| 107 | Extra for using high grade structural steel plates/ section conforming to IS 8500 of YST 350 of SAILMA or TATA steel or similar equivalent as approved. |
| 108 | Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge |
| 109 | 100mm dia. Drainage Spouts |
| 110 | Providing and fixing of Drainage Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete. |
| 111 | Providing, laying and compacting hand packed dry rubble soling 250 mm thick without any special dressing of stone with contractor's road roller and keeping to template as directed by the Engineer. Rate includes all contractor's labours, materials, tools and plants etc. including all taxes, royalty, all leads & lift, transportation etc. complete as per specification. |
| 112 | Providing, Laying and compacting 150 mm thick (Av) 63 mm to 45 mm graded stone aggregate with contractor's road roller and keeping to template as directed by the Engineer. Rate includes all contractor's labours, materials, tools and plants etc. including all taxes, royalty, all leads & lift, transportation etc. complete as per specification. |
| 113 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-III (size range 26.5 mm to 0.075 mm) having CBR Value-20 |
| 114 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom, With rapid setting bitumen emulsion On W.B.M/W.M.M. @ 0.4kg/sqm |
| 115 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, ize and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG-10 @ 50 kg/ 10 sqm. |
| 116 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom, With rapid setting bitumen emulsion |
| 117 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. |
| 118 | Providing and laying water proofing treatment in sunken portion of well. by applying cement slurry mixed with water proofing cement compound as per IS 2465 in layers a) 1 layer of slurry of cement @0.488kg/m2 mixed with water proofing cement compound @0.253 lit/m2, allowed to air cure for 4 hours.b) 2 layer of slurry of cement @0.242 kg/m³ mixed with water proofing cement @0.126 lit/m2, allowed to air cure for 4 hours followed with water curing for 48 hours. Rate includes preparation of surface, treatment, sealing of all joints, corners, junction of pipes and masonry with polymer mixed slurry. |
| 119 | Supplying, Fabrication, assembly, erection & placing in position the cutting edge of well curb with structural steel including MS sheet/Plates of specified thickness for well complete as per approved plans and as per direction of Engineering In charge including all operations like cutting, bending, straightening, drilling holes, bolting, riveting, welding, threading, jointing of steel sections including outer and inner places liners and skin plates, stiffeners, hooks, bottle nuts, bond rods etc. as per design including all ascent, descents, leads, lifts, handing, re-handling, all other obstructions whatsoever, diverting channels, pumping / bailing out of water wherever required including cost of steel such as flats, sheets, angles, steel bars etc. with all labour and material as a complete job. |
| 120 | Dry/Wet Sinking of Circular Wells (Other than pneumatic method) in all types of strata except hard rock requiring blasting, including bailing and pumping out water, removal of excavated soil with all labour and material required for sinking as per drawing and direction of the Engineer in charge, disposal of surplus soil in the adjoining bank/embankment. |
| 121 | From initial level of cutting edge & up to 10m depth |
| 122 | Above 10m to 25m depth |
| 123 | Extra for sinking of wells in hard rock requiring controlled blasting including cost of explosive, detonators’, chiseling including all other ancillary works |
| 124 | Providing and laying in position machine batched, machine mixed, and machine vibrated Reinforced Cement Concrete of M-40 grade in well Curb, In Steining of wells, In Bottom plug for wells etc., including arrangements for placing concrete under water with tremie or bottom opening skips. In Well cap and corbel, if provided as per approved Design Mix (Cast in Situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in the following elements of well including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per drawings and technical specifications as directed by Engineer.(For M-40 Grade Minimum content of Cementitious material shall be 440 Kg per cum of concrete and Maximum Water Cement Ratio 0.40. Minimum content of Ordinary Portland cement shall be 350 kg per cum of concrete. Fly ash or GGBS or Micro Silica can be used as other cementitious material)Note:1. Payment for reinforcement shall be made extra under relevant item.2. Temperature of water to be used for preparation of concrete shall be less than 10°C (Less than ten degree centigrade)3. Plasticiser shall invariably be used in approved proportion to increase workability with inimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically pproved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. |
| 125 | Providing design mixed M- 25 grade Cement Concrete in construction of well foundation in Bottom and top plugging produced from approved microprocessor controlled automatic batching plant, for mass concrete with Maximum aggregate size of 20mm crushed graded stone aggregate and sand of approved quality including all lead & lift, dewatering, weigh batching, mechanical mixing, compaction, curing including using all types of form work, shuttering, centering, scaffolding, etc. complete with all contractors labour, cement, material, construction chemicals such as plasticizer, retarder etc, plants & achineries with all lead & lift complete as per technical specifications. (Minimum content of Ordinary Portland Cement and Fly ash shall be 350 Kg and 50 Kg per cum respectively and Maximum Water Cement Ratio of 0.42) |
| 126 | CHUM Test of Pile -Carrying out cross holes sonic logging (CSL) test for pile foundation as per ASTM 6760-08 standard and as directed by the engineer in charge to the specification with all contractor's equipment, materials, labour, lead, lift, preparation of test reports etc. Complete through experienced agency approved by MRVC.Note: Rate excludes the cost of access ducts and shall be paid separately under below relevant items. |
| 127 | Extra for supply and installation of Mild steel access ducts of50 mm Dia for CSL test with end cap of metal and rubber SubTotal of Item No. 1 to 77 |
| 128 | Payment for ensuring implementation and monitoring of all provisions in Safety, Health and Environmental Manual (SHE Manual) of MRVC during execution of works through entire contract period including deployment of required SHE organization as mentioned in SHE manual with required qualification, arranging training to all workers and staff engaged for work, regular health check-up of labours, arranging SHE meetings, SHE Inspection, SHE audit, SHE communication i.e. posters/signages/VIDEO/Audio, SHE housekeeping, Safety training, provision of protective wears, labour welfare measures, Environmental management, traffic management of vehicles for construction activities, etc. complete as detailed in Safety, Health and Environment manual of MRVC. Notes: -1. The amount against this item will be released in proportion to the percentage of value of work done & billed in each interim payment.2. Separate SHE organization/team shall be deployed with required adequate support staff as mentioned.3. Penalty will be imposed for failure or violations in implementation of SHE manual provisions as mentioned in Part V of SHE Manual.4. Persistent failure or violation of SHE manual provision may attract termination of contract. 5. Only payment for Ambient Air quality monitoring, Noise Level Monitoring, Analysis of Drinking water and Analysis of soil sample etc. will be paid separately under relevant items of the schedule.6. Payment will be released with each interim payment as per percentage quoted by the contractor for this item after recovering penalties imposed for violation of provision of manual, if any.7. During non-progress of work no payment will be made under this item.Example: - Payment due to the contractor in the First Interim Payment for all items operated from Item No. 1 to Item No.77 of Schedule A Part I is Rs. 1,00,00,000.00 (Rs. One Crore only), then payment due under this item after compliance of SHE manual is Rs. 1,00,000/- (Rs. One Lakh Only) duly modified by accepted percentage rate of the contractor. 8. During non-progress of work no payment will be made under this item. 9. SHE organization with following experts (With required support staff) to be deployed as per requirement for this LOT.1. Safety Steward – As per requirement 2. Safety Supervisor - 3 No.3. Electrcal Supervisor – 2 No.4. Enviornment Manager – 1 No.5. Safety Officer – 1 No.6. SHE Manager - 1 No. Please refer MRVC SHE Manual available on MRVC web site for further details. TOTAL SCHEDULE B |
| 129 | SCHEDULE CFor detail description of item refer tender document |
| 130 | Provision for any other incidental items required for successful completion of work as per applicable cost Index of Mumbai rates of Central Public Works Department Delhi Schedule of Rates 2023. Note :- The rates mentioned in the CPWD DSR are inclusive of 18% GST. Accordingly, while considering rates for payment:• The base rate of the item shall be derived by dividing the CPWD DSR rate by 1.18.• This base rate will then be modified by the accepted percentage rate of the contractor.• GST shall be paid over and above this modified amount. TOTAL SCHEDULE C Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 39 daysSep 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 39 daysTender Documents
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