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| Sl. No. | Item Description |
| 1 | Total Value |
| 2 | SCHEDULE A Note: Bidders are advised to refer to Schedule A to C of the Bill of Quantities and the Rates provided in Volume I of the Tender Document for the complete description of items.Due to the limitation of character space in a single Excel cell, the full description of each item is not reproduced in this BOQ file prepared for quoting rates. The Excel sheet is intended only as a structured format for rate entry, and bidders must rely on the tender document for authoritative item descriptions and specifications. |
| 3 | Excavation in foundations by mechanical means in all types of soils, boulders, WBM roads, including rock not requiring blasting including dewatering by manual or mechanical means etc. as per specifications with all contractor’s own machinery and equipment, crossing of track, 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 backfilling, rolling the excavated material with watering, ramming, levelling the site and disposing off the surplus/unusable earth to low lying area within railway boundary with all leads & lifts as per directions of Engineer. Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any mechanical means to suite site conditions and protection of utility services such as cables, pipe lines etc. 4. Disposing off the surplus/unusable earth to outside railway boundary with all leads & lifts as per directions of Engineer will be paid separately under relevant item. |
| 4 | Excavation in foundations in boulders including rocks requiring chiselling (blasting is not permitted) by manual and mechanical means including dewatering etc. as per specifications with all contractor's own machinery and equipment, labour, lead & lift, crossing of track, including disposing the rock / stone at suitable nominated locations as per directions of Engineer. Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any means to suite site conditions for protection of utility services such as cables, pipe lines etc. |
| 5 | Excavation for foundations & trenches by Manual means in all types of soils, boulders, WBM roads, including rock not requiring blasting including dewatering by manual or mechanical means etc. as per specifications with all contractor’s own machinery and equipments, crossing of track, 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 backfilling, rolling the excavated material with watering, ramming, levelling the site and protection of utility services such as cables, pipe lines etc.Disposing off the surplus/unusable earth to low lying area within railway boundary with lead & all lifts as per directions of Engineer. Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any means to suite site conditions for protection of utility services such as cables, pipe lines etc. |
| 6 | Extra for disposing off surplus excavated earth or unusable/unsuitable earth/muck/debris etc. outside Railway Boundary with all contractor's tools, plants, equipments and labours with loading, unloading, transport and to obtain all necessary permissions /parvanas from local statutory bodies to dispose off above material with contractor cost etc complete including all lead & lift as per the direction of Engineer in charge. |
| 7 | Filling contractor's murum/good quality granular material as specified in Railway Specification without stacking directly in plinths and floors, including platforms etc. complete including watering and ramming, all contractors labour, equipments, materials, crossing of tracks, lead & lifts etc complete. Payment will be made based on cross-section area. Rate is inclusive of royalty to be paid to state government by contractor. |
| 8 | 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 as per drg. 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. As 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. |
| 9 | Providing cast-in-situ vertical bored piles of 600 mm dia in design mix reinforced cement concrete of M-35 Grade with 20 mm graded machine crushed stone aggregate through all types of soils, boulders, soft rock and hard rock including boring, chiseling 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 MS liners (payment of permanent liners will be made separately) disposal of excavated 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). Note: 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 of concrete will be made from payment. |
| 10 | Vertical load testing of piles including 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 Dynamic load test as per specification 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. Routine test 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. |
| 11 | Supplying, fabricating, fixing, driving and providing mild steel liners 6 mm to 8 mm thick as per directions of Engineer-in-charge and permanently left in place for 600 /700 mm dia RCC pile with bending to shape, welding, with all contractor's materials, labour, tool & plant etc. complete as per specifications and direction of Engineer-in-charge 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. |
| 12 | Providing cast-in-situ vertical bored piles of specified diameter and length below the pile cap in design mix reinforced cement concrete of 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 excavated 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) 300 mm dia piles at location where traffic block is required. 300 mm dia piles at location where traffic block is not required. 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 up to 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 direction of engineer-in-charge.9. 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. |
| 13 | Supplying, fabricating, fixing, driving and providing mild steel liners 6mm or 8 mm thick as per directions of Engineer-in-charge and permanentaly left in place for 300 mm dia cast in steel RCC pile with bending to shape, welding, with all contractor's materials, labour, tool & plant etc. complete as per specifications and direction of Engineer-in-charge. Note:1. Liners shall be provided for full height of pile or up to the depth of refusal of liners including the height of pile to be chip ed off or as per the instructions of the Engineer. Liner shall be paid only up to 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. |
| 14 | Providing 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. |
| 15 | Providing and laying ready mix concrete (RMC) M-20 grade PCC with well graded machine crushed stone aggregate of size not more than 20 mm of approved quality with minimum content of Cementitious material shall be 340 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. Rate is inclusive of all labour, material, form work, labour with all lead & lift etc. complete. Note: 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. 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. |
| 16 | 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. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. 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. 5. Steel reinforcement will be paid separately. 6. Rates are excluding of permanent shuttering and permanent form work in case of item no. 14(d) for deck slabs/ extension to deckslabs of FOBs, elevated decks, skywalks, staircases, etc. where the decking sheet/ steel sheet are provided for safety in OHE and crowded area in this case decking sheet/steel sheet paid separately. 7. Rates are inclusive of temporary form work of approved quality and material for temporary side/bottom shutterings, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge. Reinforced Cement Concrete of M-35 grade in pile caps, footings, Raft and foundations, etc.,of all types of structures like FOBs, Decks, Skywalks, Staircases, Escalators, lifts etc. Reinforced Cement Concrete of M-35 grade for columns,column caps, beams, pedestals, piers, pier caps etc., of all types of structures like FOBs, Decks, Skywalks, Staircases, Escalators, lifts etc. Reinforced Cement Concrete of M-35 grade for all type of RCC Walls (i.e. Lift walls, Eascalators pit walls etc.) Reinforced Cement Concrete, of M35 grade for deckslabs/extension to deckslabs of FOBs, Decks, Skywalks, Staircase waist slabs, etc., to be casted with permanent Decking Sheet/ permanent shuttering at all height. |
| 17 | Providing RCC, Ready Mix Concrete (RMC) of M25 grade with 20 mm size graded machine crushed stone aggregate with minimum content of Cementitious material content of 375 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. Rates are inclusive of temporary form work of approved quality and material for temporary side and bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge.. Note:- 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. 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. 5. Steel reinforcement will be paid separately. |
| 18 | Providing on concrete surface two coats of coal tar epoxy of anticorrosive coal tar epoxy Hi Build compound over one primer coat of epoxy zinc phosphate with all lead and lift including all contractor’s labour, material, tools & plants etc. Complete |
| 19 | Providing and fixing machine moulded factory made Precast cement concrete solid block Grade C (5.0) with block density more than 1800 Kg/cum in substructure and super-structure including platform walling, conforming to IS: 2185 (Pt. I) as per approved drawing including hoisting and setting in position with cement mortar 1:3 including centering, shuttering, curing and finishing with all lead and lift including crossing of tracks with all safety precautions for working close to track with contractors labour, materials, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 20 | Providing and fixing Precast cement Siporex block in substructure and super-structure in all floors of approved size for wall and raising of area including hoisting and setting in position with cement mortar 1:3 including centering, shuttering, curing and finishing with all lead and lift with contractors labour, material, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 21 | Cutting of trees more than 60 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. |
| 22 | Girth of tree over 60 cm and upto 120 cm |
| 23 | Girth of tree over 120 cm and upto 180 cm |
| 24 | Girth of tree over 180 cm |
| 25 | Transplanting of existing trees by uprooting, shifting & placing in pits excavated of suitable size within 2 KM distance and refilling with manure & soil and maintaining the plant for 12 months (Girth of trees beyond 50cm and upto 90cm). (i) 40% payment will made after proper transplanting of trees. (ii) 30% payment will be made after maintenance of 6 months for survived trees. (iii) 30% payment will be made after maintenance of one year for survived trees. The trees transplanted under this item will not be considered for payment under item 19 for cutting. |
| 26 | Obtaining administrative approval from tree authority for the cutting/transplanting of trees coming in the way of proposed work including preparation of drawing showing the details of trees, processing for the sanction etc. complete. Note:- 1. Fees for obtaining permission of tree cutting/transplanting etc. will be paid separately by MRVC. 2. The required permission/all formalities from concerned tree authority will be obtained by contractor. 3. One job means permission for tree cutting/transplanting in all locations of the Lot as applicable and specified by Engineer |
| 27 | Credit for taking away already cut wood. STEEL WORK & ROOFING |
| 28 | Providing, Fabricating, Assembling and erecting in position built up structural steel members from standard structural steel sections procured from primary manufacturer such as SAIL, TISCO, Rashtriya Ispat Nigam LTD, Jindal & Essar confirming to IS 2062-2011 (including latest amendment) including welding with approved quality, bolting in foot over bridges, Elevated decks, skywalks, columns, ramps, stair cases, sheds, track dividers, fencing etc. and including painting (i.e., surface preparation, one coat of Epoxy zinc phosphate Primer, one Micaceous Iron Oxide intermediate coat, and two coats of Polyurethane Aluminum paint) with all contractor's material, labours, tool, plant , Equipments, labours, consumables etc. complete with all lead and lift as directed by Engineer. Note for Item No. 23 & 24: 1. All fabrication shall be done in RDSO approved workshop for \\"Steel Bridge Girder\\". 2. Payment will be made for standard weight of structural steel sections. 3. Rate includes supply of bolts (except foundation bolt), nuts, washers, welding, tools & plants, loading & unloading, transport & fuel, labours, all lead and lift, crossing of track if required etc. and item is payable as per weight assessment based on standard sectional weights of members (weight of bolts/washers/nuts/welding etc. shall not be considered for weight calculation for payment). 4. Rate of metallizing is not included in this item. It is to be paid in saperate/relevant items. While, rate is inclusive of painting after metallizing. 5. Stages of Payments: - a. 40% of the payment will be made on receipt of supply of material at welding depot/ workshop. b. 30% of the payment will be made on fabrication of steel elements and bringing it to the site of work. c. 20% of the payment will be released on erection of steel work at proper location. d. 10% of payment will be released on completion of line and level work of erection and on completion of painting. 6. For welding of FOB/Elevetaed Deck/Skywalk girders, submerged arc welding and for columns CO2 welding is to be used and HSFG bolts of Grade 8.8 to be used for bolting in splicing. 7. An addition in weight for welds and bolts in two-member connections are to be made as follows: a. 3% in case of composite (bolted and welded) member connections. b. 1 % in case of purely welded member connections. Structural Members Not requiring any traffic or power block for erection/launching - Working on ramps/staircase of FOBs on either ends (not on platforms), skywalks away from track and fencing at boundary and for green patches shall be paid under this item. Structural Members requiring traffic or power block on Railway track for erection/launching and erected Under traffic and power block or under special safety precautions such as – Working on platforms and working across tracks, close to tracks and above OHE for FOBs, elevated deck and Skywalks and working for track divider shall be paid under this item. |
| 29 | Providing, Supplying, Fabricating and erecting in position of girders across the track above OHE for FOBs/Elevated decks/ Skywalks, etc., by contractor's road crane under OHE and traffic blocks using standard structural steel sections, plates procured from primary manufacturer such as SAIL, TISCO, Rashtriya Ispat Nigam LTD, Jindal & Essar steel confirming to IS 2062-2011 (including latest amendment) including submerged arc welding and HSFG bolts of grade 8.8 conforming to IS 4000 and RDSO guidelines BS-111 revised (latest), including aluminium spray metallizing as directed by Engineer. All girders are to be preferably rolled section/shop manufactured by using Submerged Arc Welding. In case the girders are to be manufactured in Depot/Site identified and permitted, Submerged Arc Welding to be used as per provisions of IRS B1-2001 and bolting using zinc flaked coated HSFG bolts of grade 8.8. In case of truss type girders, if sub merged arc type welding is not feasible, other type of welding such as CO2 welding, Electric Arc welding will be permitted with the approval of Engineer in charge. |
| 30 | Supply fabrication and Erection of Square Hollow Section/Rectangular Hollow Section & Circular Hollow Section structural steel conforming to IS 4923 and IS 1161 respectively of YST 310 grade of Tata Structura or JSW or similar equivalent and thickness as indicated in drawing including required profile, shape and using structural sections including anchor bolts fabricated/ procured to the required profile and shape as called for, hoisted, installed in position including all cutting, welding, grinding & all operations, necessary templates and zigs, adequate temporary supports, scaffolding, staging, etc. including all tests on material required as per specifications. This item is primarily for roofing and its supporting framework for FOBs, Skywalks and column and roofing of cover over platforms etc. as indicated in approved drawings. Every precaution to be taken against rusting of section. Necessary precaution to be taken during welding to avoid distortions and residual stresses. Providing Aluminum Spray metallizing to various members of FOB/Skywalk across the track such as columns, cross girders, stiffeners, bracings, 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: Cost of painting after metallizing is not included with this. It will be paid saperately in relavent items. 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. 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. Providing and applying two coat of Polyurethane Aluminum paint 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. |
| 31 | Providing and placing in position high yield strength deformed TMT bars of Fe 500D grade procured from primary manufacturer such as SAIL, JINDAL, TISCO, ESSAR 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. |
| 32 | Providing, fabricating and supplying Hot-Dip Galvanized (300 gm/sqm), Holding Down Bolts of grade 8.8 conforming to IS:1367 (part3) -2002 (including latest amendment) and as per the detailed shop drawing including all assemblies and accessories that are required to be embedded in concrete work. Bolts shall be of sufficient length to ensure that a minimum 40 mm length of threaded portion is embedded in concrete. Threaded portion to be left projecting outside the concrete surface shall be as per requirement of supplier's design and approved drawings and shall be protected from damage. Cost of fabricated, assembled and supplied bolts shall include all necessary expenses incurred, including costs of all washers, nuts, lock nuts and pins that may be required for securing the structural member with the embedded bolts. |
| 33 | Providing and fixing on previously erected purlins or wall frame work, colour bond (Zincalume/galvalume) sheet of 0.5mm TCT with feed material of 0.45 mm BMT of XRW steel-high tensile with minimum 550 MPA yield strength as per specifications of Tata BlueScope or equivalent make with corrugated or Trafford design approved by Engineer-in-charge for roofing, walling, etc. The Polyester coating shall be 20 micron (DFT) on exposed surface and 5 micron (DFT) on unexposed surface over 5 micron (DFT) of polyester primer on both surfaces on CRCA steel with hot dip coating of 150 gsm mass alloy of 55% Aluminum + 43.5% Zinc and 1.5% silicon (AZ 150) as per ASTM A792M. The sheets shall be fixed with SDST Screws confirming to AS 356 class 3, with EDPM washers. Fixtures used for fixing the sheets shall be as per manufacturer's specification. Rate is inclusive of overlaps, all fixtures like bolts, washers, screws etc. complete as per drawing, with all contractor's material, labours, tools & plants, lead & lifts, crossing of tracks, transportation, machineries, consumables etc. complete as directed by Engineer-In-charge. NOTE :- Roofing sheet of AM/NS INDIA's Optigal® roofing sheet (Sheets coated with zinc-aluminium-magnesium alloy) or similar roofing sheet will also be allowed to use in place of ZIncalume or Galvalume sheets. |
| 34 | 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 Deck/FOBs/Skywalks and for using as false ceiling of Deck/FOBs/Skywalks for roof lighting arrangement from the manufacturer and shall be executed through one of the authorized & experienced agency mentioned by supplying firm. |
| 35 | Providing stainless steel members of SS 316 grades consisting of tubes of various size and other sections such as, flats, solid, square, circulars bars, box sections as called for etc. arranged in verticals and horizontals with spacing as required and anchored to sides of steps/slab etc, handrail and all other stainless pipes(wall thickness, minimum 2mm) fixed to stainless vertical through SS plates/flats as per approved drawings incl. Approved brackets and fittings, anchoring arrangements. all fixing accessories, all cutting bending, welding, grinding, drilling, tapping, handling, hoisting aligning temporary connections including completely fixing the steel railing at site and all other incidentals including approved buffing to stainless steel members as directed by the Engineer In charge etc. with all contractor's material, labour, plant , equipments with all lead and lift etc. complete. The hand railing and other members shall be bent to correct profile and shape as required by Engineer-In-Incharge. |
| 36 | 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. |
| 37 | Providing and fixing 18-20 mm thick machine cut granite stone slab of approved colour for flooring laid on 20mm thick 1:3 cement sand mortar and jointed with epoxy pigments to match the colour of stones and as per the approved pattern using approved binding agent with all contractor’s material, labour, tools and plants with all lead and lifts, transportation etc complete.Note: Payment for edge moulding, groove cutting and treatment to granite stone such as flaming, leather polish, etc. to make it non slippery with all contractor's labour, tools, plant, consumable etc. complete with all lead and lift is done separately under relevant Item. |
| 38 | Providing and fixing 18 mm thick granite gang saw cut mirror polished premoulded and prepolished) machine cut for booking counters and window sills, facias and similar locations of required size of approved shade, colour and texture ,laid over 20 mm thick base cement mortar 1:3 (1 cement :3 course sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc complete at all levels with all contractor’s material, labour, tools and plants with all lead and lifts, transportation etc complete. |
| 39 | Providing and fixing 8 mm thick Stone tile work for wall lining upto 10m height with granite stone of approved colour & special adhesive like araldite or equivalent over 12mm thick bed of cement mortar 1:3 (1cement: 3coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade with all contractor’s material, labour, tools and plants with all lead and lifts, transportation etc complete. |
| 40 | Extra for giving treatment to granite stone such as flame buring /flaming, lather polish etc. to make it non slippery with all contractor's labour, tools, plant, consumable etc. complete with all lead and lift. |
| 41 | Extra for cutting groove in granite provided in tread of steps upto 5mm wide and 6mm deep for drip course with all contractor's labour, tools, plant, consumable etc. complete with all lead and lift. |
| 42 | Extra for providing edge moulding to 16mm to 20mm thick marble/granite stone counters, vanities etc including machine polishing to edge to give high gloss finish etc. complete as per design approved by the Engineer-in-Charge. |
| 43 | Providing, Supplying and fixing/laying in position Kota stone slabs 40 mm thick in flooring for passage, platform surfaces, etc. of approved quality, good polish including Titanium oxide waxing, etc. laid over 20mm thick base of 1:3 cement mortar and jointing with cement slurry mixed with pigments to match the shade of tiles with all contractor's own labour, materials, all leads & lift etc. complete. The rate also includes provision of rounding edges wherever required. |
| 44 | Providing and fixing 40mm thick flame finish machine cut and polished Icon brown granite stone for flooring of approved colour of cladding as per drawing including 1:4 cement mortar back coat plaster of required thickness, mechanical fasteners joint filled in with neat cement slurry and cleaning complete as directed by Engineer. |
| 45 | Providing and fixing Yellow colour Directional Tactile tile of approved size, make ,including 20mm thick backing coat plaster in 1:4 cement mortar, the joints with approved quality white cement mixed approved grouting materiäls including scaffolding, curing, cleaning etc, complete. |
| 46 | Providing, Supplying and fixing heavy duty colored chequered tiles 25mm thick (+/- 2 mm) (Super/ Bharat/Ultra tile or other approved brand) in approved design, colour manufactured by rubber mould technology conforming to IS 13801 for wear/abrasion resistance, water absorption, wet transverse strength, flatness, perpendicularity and straightness and ASTM: E303 for skid resistance with all contractor's labour, materials, tools, plant, consumable etc. complete with all lead and lift. Tiles shall be manufactured in two layers, top layer (minimum 6 mm thick) should be silica sand, graded marble stone aggregate with white cement and \\"Bayer\\" pigments, confirming to relevant Indian Standard Code and bottom layer could be in grey cement. The tiles should be laid over on 20 mm thick bed of cement mortar 1:3 and joints should be grouted with neat cement slurry mixed with pigment to match the shade of tiles properly finished. The rate includes cost of all material, labour, curing, tools and plants, lead, lift etc. complete. |
| 47 | Providing, laying and jointing SALT GLAZED STONEWARE PIPE including S.W. specials complete with gasket of hemp or spun yarn neatly finished with grout of cement mortar (1:1 mix) perfectly air and water tight including testing of joints. The item includes cost of all material, cement, sand, transportation, labour, T & P and all leads and lift etc. complete. 230 mm dia |
| 48 | Providing Cement plaster 12 mm thick over masonary walls/ concrete surfaces in all position in single coat in 1:4 mix of cement & sand with Ready Mix Mortar. NOTE:- 1. Ready mix plaster material of approved brand available in market manufactured with well graded & high quality river sand along with approved brand of cement, water soluble additives and fiber shall be used for plaster. 2. Mechanical mixture shall be used for mixing water in ready mix plaster. 3. In exceptional circumstances with prior approval of Engineer in charge, if site mix cement mortar with natural river sand is used for plaster in place of ready mix material, payment will be made at 75% of accepted rate of this item. i.e. rate will be reduced by 25%. 4. Only natural river sad shall be used for plaster. |
| 49 | Providing Cement plaster 20 mm thick over masonary walls/ concrete surfaces in all position in two coats in 1:4 mix of cement & sand with Ready Mix Mortar. NOTE:- 1. Ready mix plaster material of approved brand available in market manufactured with well graded & high quality river sand along with approved brand of cement, water soluble additives and fiber shall be used for plaster. 2. Mechanical mixture shall be used for mixing water in ready mix plaster. 3. In exceptional circumstances with prior approval of Engineer in charge, if site mix cement mortar with natural river sand is used for plaster in place of ready mix material, payment will be made at 75% of accepted rate of this item. i.e. rate will be reduced by 25% . 4. Only natural river sad shall be used for plaster. |
| 50 | Providing waterproofing treatment with waterproof plaster of 25mm thickness having cement mortar (1:3) on top of which china mosaic on terrace slab as per following specification, preparing surface by scrapping and brushing so as to remove all loose materials etc., and compete washing of the surface with water, providing cement concrete to proper slopes as directed by the Engineer. Applying one priming coat of polymer based waterproofing compound of approved quality mixed with cement (1 Kg. of water proofing compound and 2 Kg. of cement should cover an area of 2.8 Sq.m. Laying broken china mosaic (broken pieces of china glazed tiles) of approved colour set in 25mm thick cement mortar 1:3 mixed with water proofing powder of approved quality to correct levels and slopes and joints finished by pouring cement slurry and brooming them down. The tiles shall be closely packed such that china mosaic covers at least 90% of slab area. The above treatment shall be provided on the parapets/any other wall above the floor level and the junction between the walls and the parapet rounding of, to the shape of an arc of a curve. Curing of the flooring continuously for 10 days so as to render the surface hard. Cleaning the china mosaic tiles of all dust and stains includes disposal of debris released from this work. Ponding test to be carried out for the 48 hours to check any leakage & that is to be rectified immediately. The rate includes cost of all materials, labour, T&P and all lead & lift etc. complete as per specification & special condition of contract. Note:- levelling course cement concrete will be paid separately. |
| 51 | 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 (Weight assesment for payment will be as per specifications). |
| 52 | 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 dismanteled steel will done in appropriate credit item.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. |
| 53 | Dismantling steel from FOB under traffic and power block using elaborate arrangement like crane, other machineries, tools, plant, labour, etc.NOTE: 1) The work shall be carried out during traffic block including special mega block on holiday/ national holidays. 2) Rate shall be inclusive of hiring of crane and other machineries, tools, plants, etc., required for dismantling. 3) Work shall be carried out with utmost care to avoid any damage to the running track and OHE wire and other installations while dismantling of FOB. 4) Credit for taking away of dismanteled steel will done in appropriate credit item. 5) Payment will be made based on standard weight of structural steel sections used in dismantled FOB after 20% reduction for loss of section due to corrosion. No actual weighment will be done for dismantled steel. |
| 54 | Removing G.I. sheet in walls and roof including ridges with all contractor’s labours, tools & plants, scaffolding etc. complete with all lead and lift. The contractor will take all safety precaution and remove the material immediately from yard/platform area and stack the material at suitable locations not affecting train and commuter safety & movements. The released material will be deposited at Railways scrap yard as directed by Engineer-in-charge. Transportation will be paid separately in relevant item. |
| 55 | Removing Asbestos Sheets in walls and roofs including ridge including disposing of the asbestos waste in Hazardous waste landfill site of Mumbai Waste Management Limited, Taloja in accordance with Hazardous Waste (Management, Handling & Trans boundary Movement) Rules, 2008 and Asbestos Management plan of the contract with all contractor’s labours, tools, plants, equipments, consumables, transport etc. complete with all lead and lift. One time permission from Maharashtra Pollution Control Board may be required. The waste cannot be stored for more than 90 days. |
| 56 | Disposing off earth bricks and other unusable debris of all kinds outside railway premises including labour, loading, unloading, transportation, all lead & lift, T&P etc. Complete including permission/approval of local authorities. |
| 57 | Loading/Unloading G.I. sheets, rails, joists, build up sections, angles, CI. Ductile pipes, A.C. Pipes or G.I. pipes RCC/PCC beams / slabs and other miscellaneous ironwork or wood work including lead upto 50m and stacking properly into / from trucks, trailers or wagons with all contractor’s labours, tools & plants etc complete with all lift. Individual length upto 3.5 m |
| 58 | Providing fully furnished porta cabin with partition & urinal on hire of minimum size 9.14 m x 3.05 m fully wired, one Table with Chair, two Visitor chairs, small Almira, one side table, AC , computer, printer, stationaries etc. in one side of partition and 1 big table with eight chairs on other side of partition 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. |
| 59 | Provision of Data logger/Draftman for site data recording during the contract period. |
| 60 | Provision of Multipurpose assistant for implementation of safety and traffic management plan. |
| 61 | 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 avalibility. (II) The rates includes petrol/diesel, vehicle maintenance, overtime allowance as applicable. |
| 62 | Finishing exterior surface of walls at all locations with one coat of Birla White Cement as a primer coat and two coats of exterior weather shield (acrylic emulsion paint) of approved brand such as Apex paint- Asian Paint or equivalent of approved color and shade with all contractor’s materials, labour, scaffoldings, T& P, and brushes, water charges etc. complete as per the specifications with all lead and lift, to the satisfaction of the engineer in charge. (This item is with 7 year warranty of paint to be submitted by contractor in form of bank gaurantee to the 10% cost of this item.) |
| 63 | Supplying and fixing 12 mm thick Toughened Glass as per approved design including aluminum frame and other fixtures complete. The glass should be \\"Tuffener\\" or similar make. Surface may have straight or curved edges. PLUMBING, SANITATION AND WATER SUPPLY |
| 64 | Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end) : 25 mm nominal bore 50 mm nominal bore |
| 65 | Providing and fixing angle cock chromium plated of jaguar make code No.053/Marc Series No. MOR-1060A as approved by engineer in charge. |
| 66 | Providing and fixing stop cock chromium plated of jaguar make code No.069 / Marc Series No. MOR-1040 as approved by engineer in charge. |
| 67 | Supply and fixing BIB TAP 15 mm dia having ISI mark as per requirements including all material, labour, T & P etc. complete for all floors and height as directed by engineer in charge. |
| 68 | Making connection of GI distribution branch with GI Main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore |
| 69 | Supplying, laying, joining G.I. pipes complete with G.I. fitting for external work (outside building) including excavation as required and filling in the trenches after testing the joints. 25mm dia. 50 mm dia. |
| 70 | Providing, fixing and jointing 15 mm dia G.I. pipe with fittings of approved special heavy quality (C-class) having weight 1.44kg/m for concealed piping inside the building including making groves in masonry work, concrete up to required depth, painting all pipes and fittings with anti-corrosive bitumen solution and wrapping with high quality bitumen hessian cloth all around the pipe and fittings, finishing with reach mortar (1:3) to make good the walls & floors, with all labours, materials, T&P and all lead & lift etc. complete as directed. |
| 71 | Providing and fixing PVC \\"Soil, Waste and Rain Water\\" (SWR) Pipes Single socketed including making joints air and water tight with T- shaped rubber rings and rubber lubricants fixed with minimum 4 clips per pipe length (clips will be paid separately). 75 mm dia. 110 mm dia. |
| 72 | Providing and fixing PVC bend with Access Door” (Door on TOP in elevation) including making joints air and water tight with T-shaped rubber rings and rubber lubricants. 75mm dia. 110mm dia. |
| 73 | Providing and fixing “pipe clips” with raw plugs and screws including Jumpering in wall and making good the same. 110 mm dia. U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia. UPVC pipe clip 110 mm bend UPVC single equal Tee (with door) 110x110x110 mm |
| 74 | Providing, hoisting and installing heavy density polythene water storage tanks (Sintex or equivalent), confirming to IS 12701:1996, of various capacities made by using only FDA approved grade of polythene. The tank shall be moulded to Seamless perfection by rotational moulding process. The tank shall be of cylindrical and vertical type with CI cover as approved by Municipal Corporation for top lid having locking arrangement; The tank shall be provided with suitable inlet and outlet. PVC flocks with brass rocks and check nut system. Providing and fixing white vitreous China W.C. PAN 580 mm size of “ORISSA PATTERN” with 100 mm white vitreous china ‘P’ trap/ ‘S’ trap. The item includes cost of W.C. Pan, cement, sand, transportation, labour, T &P and all leads and lifts etc complete. Providing and fixing European type W.C. pan, wall mounted with integral trap, Cera make. The rate includes cost of all materials labours, transportation, lead, lift, etc. complete as directed by engineer. |
| 75 | Supplying & fixing feather touch flushing cistern of 10 ltr. capacity moulded with high impact polystyrene, functional parts made of engineering grade ABS, nylon, acetal, superior quality rubbers ( having built in wall brackets 15 mm bore mosquito proof over flow pipe 100 mm in length including 25 mm diameter PVC flushing pipes to flushing cistern & sanitary fittings. The rate includes all labour, tools & plants, lead & lift, finishing etc. complete. |
| 76 | Providing and fixing 450 mm x 300 mm (flat back) wash hand basin white vitreous china with fittings such as C.I. brackets painted white one 15 mm C.P. brass pillar with foam water tap, 32 mm diameter rubber plug, C.P. brass chain, 32 mm C.P. brass waste of standard pattern, 32 mm diameter C.P. bottle trap and union complete, including making good the walls etc. where required. The item includes cost of all material, cement, sand, transportation, labour, T & P and all leads and lifts etc complete. |
| 77 | Providing and fixing C.I. FLOOR TRAP with 100 mm inlet and 100 mm outlet of self cleaning design with C.I. screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls floor etc. The item includes cost of all material, cement, sand, transportation, labour, T &P and all leads and lifts etc complete. |
| 78 | Providing precast RCC members for platform wall, coping stone, etc in M-30 ready mix concrete and placing in position, pointing the joints, with all lead, lift, materials, shutters, tools, plants, etc equipments etc. of the contractor. (Minimum content of Cementitious material shall be 375 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. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. Rates are inclusive of temporary form work of approved quality and material for temporary side and bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge.5. 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. |
| 79 | Providing and applying plastic emulsion paint in interior of building of approved brand, colour and shade to surfaces in minimum two or more coats, if require to give smooth surface inclusive of scaffolding, preparing to surfaces including priming coat with all lead & lift etc. complete as directed by engineer. The rates includes cost of all materials, labour, T & P, lead, lift etc. complete. |
| 80 | Supply and fixing glazed aluminium-sliding/fixed windows shutters as per approved drawings. Rate includes all labour, materials, lead, lift, fixing etc., complete consisting broadly of following: 1. The frame of sliding window shall be aluminium hollow sections size 100 mm x 40 mm x 2.00 mm thick. 2. Channel for the three track shall be of size 92 mm x 29.5 mm x 1.2 mm thick over the aluminium frame. 3. Sliding shutter shall be of size 50 mm x 20 mm x 1.5 mm thick with 5 mm glass sheet panel plain/etched (50%) with all necessary accessories such as PVC liner. |
| 81 | Supply and fixing aluminum powder coated ventilator for toilets made out of Jindal (series A). Frame size: 600 x 600 made out of section 44.28 x 44.46 x 3 mm thick. Glass: 4 mm frosted glass to be used. |
| 82 | Supplying and fixing ornamental aluminium grills with aluminium frame as specified the aluminium grills shall be of RG-3 model and dimension of which is 70 mm x 90 mm aluminum frame size 15mm x 25mm x 1mm thick etc with all material labour transport cost etc. |
| 83 | Supplying and fixing in position 40 mm archid ply, assam flush door with 1.5 mm laminated Royal touch or approved quality on both faces, single leaf shutter with solid core block board with teak wood bedding all around. |
| 84 | Supplying and fixing superior quality mirror 5 mm thick with aluminum powder coated frame at locations as directed by engineer including cutting of masonry & its finishing if requires. The rate includes all material, labours, fixtures, all lead and lift, tools, plants etc. complete. (minimum size of mirror with frame 0.90x1.00 m ) |
| 85 | Providing and fixing door closure of Hatim Hardware or any other similar door closer & Fittings series No.H-061-H including necessary fittings & accessories as approved by engineer. The rate includes cost of all materials, labour, T & P and all lead & lift etc. complete. |
| 86 | Supplying & fixing powder coated decorative Aluminium rods for curtains of 25 mm diameter with ornamental capping of rods on either ends with decorative powder coated aluminium caps. The rate includes cost of all material, labour, T & P all leads & lift etc. complete as per the specifications and approved drawings. The materials colour & design of curtain rods shall be got approved by Railway Engineer before use on work. |
| 87 | Existing outer frame of windows with male, female Welcro tape system minimum 50mm wide. The female shall be suitably fixed to existing outer frame of window by adhesive like fevicol & male to the frame. Male shall be fixed on the nylon mosquito net along the perimeter. Rate is inclusive of all materials, labour, lead, lift, transportation etc .complete. |
| 88 | Supplying and fixing FRP DOORS delux machine moulded of approved quality including frame of size 125x75x4 mm, hardware stainless steel hinges of 4 inches 3 nos. & external steel cylindrical lock push button type necessary hold fast as approved by Engineer-in-charge with all lead and lift etc. complete. 0.75mx1.90mx35mm size. |
| 89 | Providing and fixing M.S. grill, gate, ladder, railing etc. of approved design including fixing to the wall and steel window and painting two coats of approved quality oil paint and shade over primary coat of Red Oxide Zinc chrome primer confirming to IS: 2074 as directed by Engineer. Area may have straight or curved section. Payment for curved section will also be on actual weight used. Rates includes contractor's material, tools and plants, loading & uploading, transport & fuel, labours, all lead and lift etc. complete. Note: - The item will be paid only for quantities used actually. The wastage, cut pieces shall be taken away by the contractor and the same will not be paid. |
| 90 | Supplying and fixing particle Board false ceiling of Anchor Tiles or equivalent make at required height as per following specification. The grid of the false ceiling shall be Aluminium T-section of 35 mm x 25 mm x 18 G at 60 cm c/c in both direction sand suspended from ceiling with 12 mm dia. M.S. bar anchors with cleat and flat iron clip. Aluminium L-sections of size 25 mm x 25 mm x 18 G shall be provided at the ends along the junction of the false ceiling and walls and joined suitably 12 mm thick ceiling tiles of Anchor make or equivalent of size 60 mmX60 mm shall be plated and fixed in position in each panel with screws. The dimension of the end panels may vary according to overall size of covering. |
| 91 | Supplying & fixing Glass mosaic tiles Italia make or similar ,24 mm X 24 mm, 4 to 5 mm thick or similar size as per approved code (random) with suitable adhesive (BES) CT-3 or similar. All gaps should filled up with matching cement based grout in a surface as per instructions of site Engineer to the full satisfaction. Rates are inclusive of all construction of all material, tools and plants etc. |
| 92 | Providing and fixing galvanised expanded metal 20X60mm strands 3.25mm wide and 1.6mm thick on angle iron flat iron frames including all incidental work complete. Cost of frames to be paid separately under relevant item |
| 93 | Providing Chain link fabric mesh of size 50 x 50 mm made of G.I. wire of 4.00 mm dia |
| 94 | Providing and laying 30 mm (+/- 3mm) thick heavy duty bitumen mastic asphalt (grade 115/15) flooring with a break at not more than 5 m both ways made from 5 mm thick Aluminum strips on the existing platform surface as per IS: 1195, 1196-1978 in level to match the platform surface including making the surface smooth etc. as directed by engineer. The rate includes all material, labour, tools and plants, lead, lift & taxes, Octroi etc. complete. |
| 95 | Supplying and installation of inoculum, polygrass, aluminium strip etc. including all labour, material complete in bio tank as per RDSO guidelines. BIO TANK for 50 user |
| 96 | Providing Reinforced cement concrete ready mix concrete (RMC) of M30 grade produced from approved microprocessor controlled automatic batching plant with 20m size graded machine crushed stone aggregate in various concrete element of building or any location with form work of approved quality and amterial,shuttering,staging and scaffolding,placing using pump/placer crane as per engineer in charge. (Minimum content of Cementitious material shall be 375 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:- 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. RCC wall having thickness more than 150mmetc |
| 97 | Credit for taking away dismantled steel work with all contractor’s labour, transport, loading, unloading with all lead and lift, etc. complete.Note:Weight calculation for Payment will be done 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. |
| 98 | Credit for taking away dismantled steel work with all contractor’s labour, transport, loading, unloading with all lead and lift, etc. complete.Note:Weight calculation for Payment will be done 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. |
| 99 | SCHEDULE BNote: Bidders are advised to refer to Schedule A to C of the Bill of Quantities and the Rates provided in Volume I of the Tender Document for the complete description of items.Due to the limitation of character space in a single Excel cell, the full description of each item is not reproduced in this BOQ file prepared for quoting rates. The Excel sheet is intended only as a structured format for rate entry, and bidders must rely on the tender document for authoritative item descriptions and specifications. |
| 100 | Excavation for foundations & trenches by Manual means in all types of soils, boulders, WBM roads, including rock not requiring blasting including dewatering by manual or mechanical means etc. as per specifications with all contractor’s own machinery and equipments, crossing of track, 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 backfilling, rolling the excavated material with watering, ramming, levelling the site and disposing off the surplus/unusable earth to low lying area within railway boundary with lead & all lifts as per directions of Engineer.Note: - 1. The rates are inclusive of all safety measures to be adopted for protection of structures in the vicinity of works. 2. Payment shall be made only for design profile and no payment shall be given for any over cut. 3. The excavation shall be done by any means to suite site conditions for protection of utility services such as cables, pipe lines etc. |
| 101 | Extra for disposing off surplus excavated earth or unusable/unsuitable earth/muck/debris etc. outside Railway Boundary with all contractor's tools, plants, equipments and labours with loading, unloading, transport and to obtain all necessary permissions /parvanas from local statutory bodies to dispose off above material with contractor cost etc complete including all lead & lift as per the direction of Engineer in charge. |
| 102 | Filling contractor's murum/good quality granular material as specified in Railway Specification without stacking directly in plinths and floors, including platforms etc. complete including watering and ramming, all contractors labour, equipments, materials, crossing of tracks, lead & lifts etc complete. Payment will be made based on cross-section area. Rate is inclusive of royalty to be paid to state government by contractor. |
| 103 | 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 as per drawing. 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. As 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. |
| 104 | Providing 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. |
| 105 | Providing and laying ready mix concrete (RMC) M-20 grade PCC with well graded machine crushed stone aggregate of size not more than 20 mm of approved quality with minimum content of Cementitious material shall be 340 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. Rate is inclusive of all labour, material, form work, labour with all lead & lift etc. complete. Note: 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. 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. |
| 106 | Providing RCC, ready mix concrete (RMC) M35 grade with 20 mm size graded machine crushed stone aggregate with minimum 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. Rate is inclusive of all labour, material, form work, labour with all lead & lift etc. complete. Note:- 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. 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. 5. Steel reinforcement will be paid separately. 6. Rates are excluding of permanent shuttering and permanent form work in case of item no. 14(d) for deck slabs/ extension to deckslabs of FOBs, elevated decks, skywalks, staircases, etc. where the decking sheet/ steel sheet are provided for safety in OHE and crowded area in this case decking sheet/steel sheet paid separately. 7. Rates are inclusive of temporary form work of approved quality and material for temporary side/bottom shutterings, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge. Reinforced Cement Concrete of M-35 grade in pile caps, footings, Raft and foundations, etc.,of all types of structures like FOBs, Decks, Skywalks, Staircases, Escalators, lifts etc. |
| 107 | Providing RCC, Ready Mix Concrete (RMC) of M25 grade with 20 mm size graded machine crushed stone aggregate with minimum content of Cementitious material shall be 375 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. Rates are inclusive of temporary form work of approved quality and material for temporary side and bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge.. Note:- 1. Rate is inclusive of Chloride free admixture such as super plasticizer. 2. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. 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. 5. Steel reinforcement will be paid separately. |
| 108 | Providing and fixing machine moulded factory made Precast cement concrete solid block Grade C (5.0) with block density more than 1800 Kg/cum in substructure and super-structure including platform walling, conforming to IS: 2185 (Pt. I) as per approved drawing including hoisting and setting in position with cement mortar 1:3 including centering, shuttering, curing and finishing with all lead and lift including crossing of tracks with all safety precautions for working close to track with contractors labour, materials, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 109 | Providing and fixing Precast cement Siporex block in substructure and super-structure in all floors of approved size for wall and raising of area including hoisting and setting in position with cement mortar 1:3 including centering, shuttering, curing and finishing with all lead and lift with contractors labour, material, tools and plants etc complete to the specification & finish as directed by engineer in charge. |
| 110 | Providing, Fabricating, Assembling and erecting in position built up structural steel members from standard structural steel sections procured from primary manufacturer such as SAIL, TISCO, Rashtriya Ispat Nigam LTD, Jindal & Essar confirming to IS 2062-2011 (including latest amendment) including welding with approved quality, bolting in foot over bridges, Elevated decks, skywalks, columns, ramps, stair cases, sheds, track dividers, fencing etc. and including painting (i.e., surface preparation, one coat of Epoxy zinc phosphate Primer, one Micaceous Iron Oxide intermediate coat, and two coats of Polyurethane Aluminum paint) with all contractor's material, labours, tool, plant , Equipments, labours, consumables etc. complete with all lead and lift as directed by Engineer. Note for Item No. 11 & 12 of Schedule B: 1. Payment will be made for standard weight of structural steel sections. 2. Rate includes supply of bolts (except foundation bolt), nuts, washers, welding, tools & plants, loading & unloading, transport & fuel, labours, all lead and lift, crossing of track if required etc. and item is payable as per weight assessment based on standard sectional weights of members (weight of bolts/washers/nuts/welding etc. shall not be considered for weight calculation for payment). 3. Rate of metallizing is not included in this item. It is to be paid in saperate/relevant items. While, rate is inclusive of painting after metallizing. 4. Stages of Payments: - a. 40% of the payment will be made on receipt of supply of material at welding depot/ workshop. b. 30% of the payment will be made on fabrication of steel elements and bringing it to the site of work. c. 20% of the payment will be released on erection of steel work at proper location. d. 10% of payment will be released on completion of line and level work of erection and on completion of painting. 4. For welding of FOB/Elevetaed Deck/Skywalk girders, submerged arc welding and for columns CO2 welding is to be used and HSFG bolts of Grade 8.8 to be used for bolting in splicing. 5. An addition in weight for welds and bolts in two-member connections are to be made as follows: a. 3% in case of composite (bolted and welded) member connections. b. 1 % in case of purely welded member connections. Structural Members requiring traffic or power block on Railway track for erection/launching and erected Under traffic and power block or under special safety precautions such as – Working on platforms and working across tracks, close to tracks and above OHE for FOBs, elevated deck and Skywalks and working for track divider shall be paid under this item. |
| 111 | Providing and placing in position high yield strength deformed TMT bars of Fe 500D grade procured from primary manufacturer such as SAIL, JINDAL, ESSAR, 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. |
| 112 | Providing, fabricating and supplying Hot-Dip Galvanized (300 gm/sqm), Holding Down Bolts of grade 8.8 conforming to IS:1367 (part3) -2002 (including latest amendment) and as per the detailed shop drawing including all assemblies and accessories that are required to be embedded in concrete work. Bolts shall be of sufficient length to ensure that a minimum 40 mm length of threaded portion is embedded in concrete. Threaded portion to be left projecting outside the concrete surface shall be as per requirement of supplier's design and approved drawings and shall be protected from damage. Cost of fabricated, assembled and supplied bolts shall include all necessary expenses incurred, including costs of all washers, nuts, lock nuts and pins that may be required for securing the structural member with the embedded bolts. |
| 113 | Providing and fixing on previously erected purlins or wall frame work, colour bond (Zincalume/galvalume) sheet of 0.5mm TCT with feed material of 0.45 mm BMT of XRW steel-high tensile with minimum 550 MPA yield strength as per specifications of Tata BlueScope or equivalent make with corrugated or Trafford design approved by Engineer-in-charge for roofing, walling, etc. The Polyester coating shall be 20 micron (DFT) on exposed surface and 5 micron (DFT) on unexposed surface over 5 micron (DFT) of polyester primer on both surfaces on CRCA steel with hot dip coating of 150 gsm mass alloy of 55% Aluminum + 43.5% Zinc and 1.5% silicon (AZ 150) as per ASTM A792M. The sheets shall be fixed with SDST Screws confirming to AS 356 class 3, with EDPM washers. Fixtures used for fixing the sheets shall be as per manufacturer's specification. Rate is inclusive of overlaps, all fixtures like bolts, washers, screws etc. complete as per drawing, with all contractor's material, labours, tools & plants, lead & lifts, crossing of tracks, transportation, machineries, consumables etc. complete as directed by Engineer-In-charge.NOTE :- Roofing sheet of AM/NS INDIA's Optigal® roofing sheet (Sheets coated with zinc-aluminium-magnesium alloy) or similar roofing sheet will also be allowed to use in place of ZIncalume or Galvalume sheets. |
| 114 | Providing and fixing 18 mm thick granite gang saw cut mirror polished premoulded and prepolished) machine cut for booking counters and window sills, facias and similar locations of required size of approved shade, colour and texture ,laid over 20 mm thick base cement mortar 1:3 (1 cement :3 course sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc complete at all levels with all contractor’s material, labour, tools and plants with all lead and lifts, transportation etc complete. |
| 115 | Providing, Supplying and fixing/laying in position Kota stone slabs 40 mm thick in flooring for passage, platform surfaces, etc. of approved quality, good polish including Titanium oxide waxing, etc. laid over 20mm thick base of 1:3 cement mortar and jointing with cement slurry mixed with pigments to match the shade of tiles with all contractor's own labour, materials, all leads & lift etc. complete. The rate also includes provision of rounding edges wherever required. |
| 116 | Providing and fixing 40mm thick flame finish machine cut and polished Icon brown granite stone for flooring of approved colour of cladding as per drawing including 1:4 cement mortar back coat plaster of required thickness, mechanical fasteners joint filled in with neat cement slurry and cleaning complete as directed by Engineer. |
| 117 | Providing and fixing Yellow colour Directional Tactile tile of approved size, make ,including 20mm thick backing coat plaster in 1:4 cement mortar, the joints with approved quality white cement mixed approved grouting materiäls including scaffolding, curing, cleaning etc, complete. |
| 118 | Providing, Supplying and fixing heavy duty colored chequered tiles 25mm thick (+/- 2 mm) (Super/ Bharat/Ultra tile or other approved brand) in approved design, colour manufactured by rubber mould technology conforming to IS 13801 for wear/abrasion resistance, water absorption, wet transverse strength, flatness, perpendicularity and straightness and ASTM: E303 for skid resistance with all contractor's labour, materials, tools, plant, consumable etc. complete with all lead and lift. Tiles shall be manufactured in two layers, top layer (minimum 6 mm thick) should be silica sand, graded marble stone aggregate with white cement and \\"Bayer\\" pigments, confirming to relevant Indian Standard Code and bottom layer could be in grey cement. The tiles should be laid over on 20 mm thick bed of cement mortar 1:3 and joints should be grouted with neat cement slurry mixed with pigment to match the shade of tiles properly finished. The rate includes cost of all material, labour, curing, tools and plants, lead, lift etc. complete. |
| 119 | Providing, laying and jointing SALT GLAZED STONEWARE PIPE including S.W. specials complete with gasket of hemp or spun yarn neatly finished with grout of cement mortar (1:1 mix) perfectly air and water tight including testing of joints. The item includes cost of all material, cement, sand, transportation, labour, T & P and all leads and lift etc. complete.a. 230 mm dia |
| 120 | Providing Cement plaster 20 mm thick over masonary walls/ concrete surfaces in all position in two coats in 1:4 mix of cement & sand with Ready Mix Mortar. NOTE:- 1. Ready mix plaster material of approved brand available in market manufactured with well graded & high quality river sand along with approved brand of cement, water soluble additives and fiber shall be used for plaster. 2. Mechanical mixture shall be used for mixing water in ready mix plaster. 3. In exceptional circumstances with prior approval of Engineer in charge, if site mix cement mortar with natural river sand is used for plaster in place of ready mix material, payment will be made at 75% of accepted rate of this item. i.e. rate will be reduced by 25% . 4. Only natural river sad shall be used for plaster. |
| 121 | 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 (Weight assesment for payment will be as per specifications). |
| 122 | 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 dismanteled steel will done in appropriate credit item.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. |
| 123 | Removing G.I. sheet in walls and roof including ridges with all contractor’s labours, tools & plants, scaffolding etc. complete with all lead and lift. The contractor will take all safety precaution and remove the material immediately from yard/platform area and stack the material at suitable locations not affecting train and commuter safety & movements. The released material will be deposited at Railways scrap yard as directed by Engineer-in-charge. Transportation will be paid separately in relevant item. |
| 124 | Credit for taking away dismantled steel work with all contractor’s labour, transport, loading, unloading with all lead and lift, etc. complete.Note:Weight calculation for Payment will be done 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. |
| 125 | Demolishing reinforced cement concrete (RCC) work including cutting, removing, and stacking of serviceable steel bars, and disposal of unserviceable material within a lead of 50 meters.Note: No extra payment shall be made for scraping, cleaning, or straightening of bars. |
| 126 | Supplying and pouring conbextra-GP2 Non-shrink grout of M/s FOSROC or equivalent for grouting of pockets of holding down bolt of structures, trusses, columns and under the base plates, including packing plates, complete job as per drawing and instruction of engineer in charge with all contractor’s labours, material, tools & plants etc. complete with all lead and lift. |
| 127 | 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. |
| 128 | \\"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.\\" JCB Dumper/ truck of 9.5 t capacity Hydra crane of 8-10 tonne capacity. |
| 129 | Providing precast RCC members for platform wall, coping stone, etc in M-30 ready mix concrete and placing in position, pointing the joints, with all lead, lift, materials, shutters, tools, plants, etc equipments etc. of the contractor. (Minimum content of Cementitious material shall be 375 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. Only construction joint shall be permitted. 3. Form work shall be approved by Engineer- in -charge before use. 4. Rates are inclusive of temporary form work of approved quality and material for temporary side and bottom shuttering, staging and scaffolding, dewatering, placing using pumps/placer boom/crane & bucket, compaction, finishing the surface and curing of concrete with all contractors tools, plants, labours and materials of approved quality, all lead and lift, crossing of track, etc complete as per specification & direction of Engineer -In-Charge.5. 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. Total of Sr. No. 1 to 30 of Schedule B |
| 130 | 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. Note: Please refer to notes of this item in BOQ included in Volume I of the Tender Document. (Amount of this item is 1%of total payment of Item No. 1 to 30 modified with bidders/Contrctors accepted rate..) TOTAL SCHEDULE B Note: Bidders are advised to refer to Schedule A to C of the Bill of Quantities and the Rates provided in Volume I of the Tender Document for the complete description of items.Due to the limitation of character space in a single Excel cell, the full description of each item is not reproduced in this BOQ file prepared for quoting rates. The Excel sheet is intended only as a structured format for rate entry, and bidders must rely on the tender document for authoritative item descriptions and specifications. |
| 131 | SCHEDULE CNote: Bidders are advised to refer to Schedule A to C of the Bill of Quantities and the Rates provided in Volume I of the Tender Document for the complete description of items.Due to the limitation of character space in a single Excel cell, the full description of each item is not reproduced in this BOQ file prepared for quoting rates. The Excel sheet is intended only as a structured format for rate entry, and bidders must rely on the tender document for authoritative item descriptions and specifications. |
| 132 | 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 |
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