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Tender Value
₹20.4 L
EMD Value
₹40,800
Closing Date
28 Aug 2026, 3:00 pm4d left
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
RATNAGIRI
14 conditions · 13 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
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Construction of Booking office near subway at west side Chiplun including development of circulating area and provision of auto-stand and construction of goods office at KFD station in Ratnagiri region of Konkan Railway in the state of Maharashtra.
KR-RN-DYCEW-MISC-20-2026~KRCL
KR-RN-DYCEW-MISC-20-2026
Open
Works - General
4 Months
Ratnagiri, Maharashtra
₹0
₹40,800
7 Aug 2026
7 Aug 2026
14 Aug 2026
160 items across 4 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 1252416.23 Below/P | ||
| — | 10.00 | — | — | ||
| 2.8Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1All kinds of soil. | — | — | — | 2,272.82 | |
| — | 5.00 | — | — | ||
| 2.9Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. 2.9.1Ordinary rock | — | — | — | 2,763.36 | |
| — | 2.00 | — | — | ||
| 4.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 4.1.31:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources ) | — | — | — | 13,758.52 | |
| — | 2.00 | — | — | ||
| 4.1Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 4.1.51:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | — | — | — | 12,739.01 | |
| — | 141.00 | — | — | ||
| 2.25(a)Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. Complete. | — | — | — | 86,242.99 | |
| — | 2.00 | — | — | ||
| 5.1Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.31:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | — | — | — | 14,989.51 | |
| — | 20.00 | — | — | ||
| 5.9Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.5Lintels, beams, plinth beams, girders, bressumers and cantilevers | — | — | — | 12,860.13 | |
| — | 150.00 | — | — | ||
| 5.22Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6Thermo-Mechanically Treated bars of grade Fe-500D or more. | — | — | — | 14,125.2 | |
| — | 500.00 | — | — | ||
| 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | — | — | — | 58,371.86 | |
| — | 100.00 | — | — | ||
| 13.215 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.11:4 (1 cement: 4 fine sand) | — | — | — | 34,879.11 | |
| — | 8.00 | — | — | ||
| 11.56Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1Polished Granite stone slab colour of Black, Cherry/ Ruby Red or equivalent. | — | — | — | 31,303.46 | |
| — | 12.00 | — | — | ||
| 8.3Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 8.3.2Granite work | — | — | — | 5,353.76 | |
| — | 22.00 | — | — | ||
| 21.1Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : 21.1.1.2Powder coated aluminium (minimum thickness of powder coating 50 micron) | — | — | — | 10,198.44 | |
| — | 6.00 | — | — | ||
| 21.3Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.2With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) | — | — | — | 7,886.03 | |
| — | 2.00 | — | — | ||
| 8.28Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming coat on unexposed surface with : 8.28.1Decorative veneer facings of approved manufacture | — | — | — | 3,398.81 | |
| — | 50.00 | — | — | ||
| 13.61Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1Two or more coats on new work | — | — | — | 6,806.61 | |
| — | 61.00 | — | — | ||
| 12.50Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | — | — | — | 39,342.89 | |
| — | 6.80 | — | — | ||
| 12.51Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 12.51.1Ridges plain (500 - 600mm) | — | — | — | 3,160.88 | |
| — | 6.00 | — | — | ||
| 5.19Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size), including centering and shuttering complete but , excluding cost of reinforcement. | — | — | — | 84,292.59 | |
| — | 45.00 | — | — | ||
| 13.46Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | — | — | — | 6,310.36 | |
| — | 45.00 | — | — | ||
| 13.41Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1New work (two or more coats) over and including water thinnable priming coat with cement primer | — | — | — | 7,294.82 | |
| — | 5.00 | — | — | ||
| 18.8Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.115 mm nominal outer dia Pipes | — | — | — | 2,173.34 | |
| — | 50.00 | — | — | ||
| 18.8Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 18.8.325 mm nominal outer dia Pipes | — | — | — | 27,384.74 | |
| — | 1.00 | — | — | ||
| 17.31Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | — | — | — | 1,404.02 | |
| — | 2.00 | — | — | ||
| 18.49Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 18.49.115 mm nominal bore | — | — | — | 885.05 | |
| — | 1.00 | — | — | ||
| 18.52Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 18.52.115 mm nominal bore | — | — | — | 585.41 | |
| — | 1.00 | — | — | ||
| 17.2Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 17.2.1W.C. pan with ISI marked white solid plastic seat and lid | — | — | — | 5,689.17 | |
| — | 1.00 | — | — | ||
| 17.7Providing and fixing wash basin with C.I. brackets, 15 mm C.P. Brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | — | — | — | 2,312.89 | |
| — | 8.00 | — | — | ||
| 19.27Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : 19.27.1With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | — | — | — | 41,617.99 | |
| — | 40.00 | — | — | ||
| 19.6Providing and laying non-pressure NP2 class (light duty) R.C.C. Pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 19.6.2150 mm dia. R.C.C. Pipe | — | — | — | 19,435.05 | |
| — | 5.00 | — | — | ||
| 9.121Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | — | — | — | 2,492.7 | |
| — | 1.00 | — | — | ||
| 9.20Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.20.230 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | — | — | — | 2,766.15 | |
| — | 11.00 | — | — | ||
| 8.31Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | — | — | — | 12,178.46 | |
| — | 16.00 | — | — | ||
| 11.41Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier,wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily. 11.41.2Size of Tile 600x600 mm | — | — | — | 21,702.71 | |
| — | 2.00 | — | — | ||
| 9.62Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. Complete : 9@46>46@2250x16 mm | — | — | — | 338.28 | |
| — | 3.00 | — | — | ||
| 9.57Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 9.57.375x47x1.70 mm | — | — | — | 106.1 | |
| — | 2.00 | — | — | ||
| 9.66Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 9.66.2100 mm | — | — | — | 56.84 | |
| — | 3.00 | — | — | ||
| 9.95Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc. Complete: 9.95.675x63x4 mm | — | — | — | 230.25 | |
| — | 2.00 | — | — | ||
| 9.96Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. Complete : 9.96.2250x16 mm | — | — | — | 455.09 | |
| — | 2.00 | — | — | ||
| 9.100Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. Complete : 9.100.2100 mm | — | — | — | 103.98 | |
| — | 20.00 | — | — | ||
| 12.41Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 12.41.175 mm diameter | — | — | — | 4,344.88 | |
| — | 20.00 | — | — | ||
| 12.41Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 12.41.2 110 mm diameter | — | — | — | 6,590.59 | |
| — | 21.00 | — | — | ||
| — | 3.50 | — | — | ||
| — | 500.00 | — | — |
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