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Tender Value
₹84.6 L
EMD Value
₹1.7 L
Closing Date
23 Jan 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
16 conditions · 3 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments'' in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
As per Standard Financial Criteria, the tenderers are required to submit audited balance sheet for the previous three financial years. Accordingly, the tenderers are required to submitted audited balance sheet for the financial years 2022-23, 2023-24 and 2024-25. However, in case balance sheet of the previous year i.e 2024-25 is yet to be prepared/ audited, the audited balance sheet of the fourth previous year i.e 2021-22 shall be considered. However, it should be invariably defined by the tenderer duly certified by the Chartered Accountant that balance sheet for 2024-25 is yet to be prepared / audited.
71 conditions · 1 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
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.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
KOTA Division:-Balance work of MEP(Mehidpur Road goods shed)- Development of customer's facilities at MEP goods shed
248-2025~WCR
248-2025
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹1.7 L
23 Jan 2026
31 Dec 2025
9 Jan 2026
121 items across 3 schedules · ₹61,87,834.22 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soils | cum | 185.02 | 82.76 | 15,312.26 |
| 2 | Extra for every additional lift of 1.5m or part thereof, after the initial 1.5m, for earth work in all soils | cum | 41.18 | 8.29 | 341.38 |
| 3 | Extra over item 011010 for excavation in foundations for buildings and bridges to cover dressing to neat dimension and plumbing sides etc. Note : Dressing under this item is payable for the total quantity of excavation in foundation and not partly | cum | 284.22 | 8.7 | 2,472.71 |
| 4 | Filling, watering and ramming earth in 15 cm layers in floors and foundations with surplus earth from foundations including 50m lead and 1.5m lift | cum | 76.00 | 18.3 | 1,390.8 |
| 5 | Supplying and filling sand in plinth and under floors including watering, ramming, consolidating and dressing complete | cum | 29.00 | 658.72 | 19,102.88 |
| 6 | Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re- handling. taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special conditions of contract | cum | 637.00 | 185.4 | 1,18,099.8 |
| 7 | Removal of excavated/slip earth/ debris/ malba from the site of works to any other place outside Railway land/premises, including all excavations, handling, re-handling, loading, unloading and leading, etc. all labour and material as a complete job. Removal of Earth (all kinds of soils)/ROCKS, BOULDERS including mud/slush, slipped earth in catch water drains, side drains, over berms in cutting, water way of bridges, over coping of toe/breast/retaining walls etc. including crossing of nallah, railway tracks, making/repairing approach roads if required, all lead, lift, ascent, descents, or any other obstruction. Earth spoils to be dumped outside the cutting or railway embankments as per direction of Engineer in charge | cum | 35.00 | 92.63 | 3,242.05 |
| 8 | 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) | cum | 84.51 | 1,374.08 | 1,16,123.5 |
| 9 | Foundations, footings, bases of columns | Sqm | 6.00 | 111.95 | 671.7 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached plasters, buttresses, plinth and string courses fillets etc. | Sqm | 3.20 | 179.3 | 573.76 |
| 11 | OPC 43 grade | Tonne | 77.17 | 5,888 | 4,54,376.96 |
| 12 | PPC | Tonne | 19.16 | 5,198 | 99,593.68 |
| 13 | All work in buildings above plinth level upto floor two level. | cum | 10.17 | 1,961.06 | 19,943.98 |
| 14 | Foundations, footings, bases of columns, raft foundation of washable aprons, Pile caps, Footings of FOB etc. | Sqm | 109.54 | 111.5 | 12,213.71 |
| 15 | Suspended floors, roofs, landings, balconies, FOB slabs, walkway slabs and access platform | Sqm | 63.84 | 185.57 | 11,846.79 |
| 16 | Lintels, beams, plinth beams, bed blocks, girders, bressumers and cantilevers | Sqm | 75.30 | 159.48 | 12,008.84 |
| 17 | Supplying and applying shuttering oil for mould releasing, having (Flash point 54 degree C and specific gravity 0.88±0.02) for concrete formwork to be applied either by brush or with spray machine to the entire satisfaction of Engineer Incharge | Sqm | 180.00 | 6.55 | 1,179 |
| 18 | In string courses, bands, coping, bed plates, anchor blocks, plain window sills, and the like | cum | 19.94 | 2,219.2 | 44,250.85 |
| 19 | In slabs for drain covers, manhole covers, flue tops etc. | cum | 0.78 | 2,377.67 | 1,854.58 |
| 20 | Providing, hoisting and fixing in position M25 Grade Reinforced cement concrete in Precast standard Platform wall sections, including the cost of centering, shuttering, finishing, Admixtures in recommended proportion (as per IS 9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability but excluding the cost of cement and steel reinforcement, as per approved plan & as per direction of the Engineer incharge. | cum | 47.12 | 2,072.58 | 97,659.97 |
| 21 | High yield strength deformed bars | Kg | 700.00 | 47.58 | 33,306 |
| 22 | Cement mortar 1:6 (1 cement : 6 fine sand) | cum | 30.20 | 2,134.9 | 64,473.98 |
| 23 | Cement Mortar 1:6 (1 cement : 6 fine sand) | cum | 12.00 | 1,884.15 | 22,609.8 |
| 24 | Extra over item 051010 & 051020 for brick work in superstructure beyond plinth level upto floor two level : | cum | 34.00 | 137.77 | 4,684.18 |
| 25 | Cement mortar 1:6 (1cement: 6coarse sand) | cum | 80.00 | 1,475.48 | 1,18,038.4 |
| 26 | Cement mortar 1:6 (1cement: 6fine sand) | cum | 70.00 | 1,459.38 | 1,02,156.6 |
| 27 | Extra for random rubble masonry with hard stone in superstructure above plinth level up to floor two level, including levelling up with concrete as per specifications, at window sills, ceiling level and the like | cum | 25.00 | 381.56 | 9,539 |
| 28 | Second class teak wood | cudm | 314.69 | 70.42 | 22,160.47 |
| 29 | Second class teak wood, 30mm thick | Sqm | 10.00 | 1,583.74 | 15,837.4 |
| 30 | Second class teak wood.15mm thick | Sqm | 6.00 | 1,403.65 | 8,421.9 |
| 31 | Glazing with float glass panes 4mm thick (10kg/sqm) | Sqm | 4.00 | 260.07 | 1,040.28 |
| 32 | 2nd class teak wood 30mm thick | Sqm | 13.00 | 1,790.45 | 23,275.85 |
| 33 | 20mm dia (heavy type) | Metre | 15.00 | 74.79 | 1,121.85 |
| 34 | Fixed to steel windows by welding | Kg | 60.00 | 64.31 | 3,858.6 |
| 35 | 300x16 mm | Each | 16.00 | 114.12 | 1,825.92 |
| 36 | 200x10 mm | Each | 16.00 | 35.33 | 565.28 |
| 37 | 100x58x1.90mm | Each | 24.00 | 19.4 | 465.6 |
| 38 | 100 mm | Each | 16.00 | 12.21 | 195.36 |
| 39 | 300x16mm | Each | 5.00 | 173.02 | 865.1 |
| 40 | 150x10mm | Each | 3.00 | 39.69 | 119.07 |
| 41 | 100x10mm | Each | 20.00 | 29.6 | 592 |
| 42 | 125mm | Each | 5.00 | 38.04 | 190.2 |
| 43 | 100mm | Each | 10.00 | 33.96 | 339.6 |
| 44 | 75mm | Each | 10.00 | 29.86 | 298.6 |
| 45 | Twin rubber stopper | Each | 4.00 | 50.28 | 201.12 |
| 46 | Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitered at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge | Metre | 30.33 | 351.19 | 10,651.59 |
| 47 | Providing and fixing to existing door frames 30mm thick factory made solid both side prelaminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and15x15mm, top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded prelaminated PVC Foam Sheet 'C channel as per drawing given in IR Standard Specifications complete in all respect | Sqm | 12.09 | 2,646.97 | 32,001.87 |
| 48 | Hot finished welded type tubes | Kg | 1760.00 | 87.52 | 1,54,035.2 |
| 49 | Dry stone ballast 50 mm nominal size, rammed in floors 75 mm thick layer | Sqm | 211.00 | 85.85 | 18,114.35 |
| 50 | Laying cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 12.5mm nominal size) of thickness 25 to 40 mm as under layer of flooring | cum | 3.10 | 1,851.7 | 5,740.27 |
| 51 | Laying cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm nominal size) of thickness 40 to 100mm as under layer of flooring | cum | 22.00 | 1,901.47 | 41,832.34 |
| 52 | 50mm thick with 20mm nominal size stone aggregate | Sqm | 200.00 | 117.28 | 23,456 |
| 53 | Cement concrete pavement with 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 20mm nominal size) complete | cum | 25.00 | 1,880.3 | 47,007.5 |
| 54 | Laying 15 mm thick hardened topping on concrete surface with 1 part metallic floor hardener, 4 parts cement and 9 parts by weight hard stone chips of size 6 mm mixed and laid as per specifications | Sqm | 170.00 | 166.13 | 28,242.1 |
| 55 | 250mm x 250mm x 25mm thick | Sqm | 16.00 | 318.55 | 5,096.8 |
| 56 | 200x300 mm | Sqm | 220.00 | 495.19 | 1,08,941.8 |
| 57 | Of Group B-II Clause 5.1 (for abrasion resistance) of IS:15622 (Ceramic Floor Tiles) of size 300x300mm | Sqm | 13.55 | 455.99 | 6,178.66 |
| 58 | Of Group B-II Clause 5.1 (for abrasion resistance) of IS:15622 (Ceramic Floor Tiles) of size 400x400mm and above | Sqm | 5.00 | 491.71 | 2,458.55 |
| 59 | Of Group B-I-a of IS : 15622 (Vitrified tiles) of size above 400x400mm upto 600x600 mm | Sqm | 11.04 | 777.44 | 8,582.94 |
| 60 | Kota stone slabs 25mm thick in risers of steps, skirting, dado and pillars laid on 12mm (average) thick cement mortar 1:3 (1cement: 3coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete : | Sqm | 9.00 | 667.71 | 6,009.39 |
| 61 | Supply & installation of precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50mm +/- 5% total coated thickness (TCT) thick Zinc coating 120gsm as per IS:277 in 240mpa steel grade, 5- 7microns 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 while 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 (5.5 x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead 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 | Sqm | 150.00 | 501.28 | 75,192 |
| 62 | Supplying fitting/ fixing corrugated fibre glass reinforced perspex sheet 3 mm. thick on existing wooden or iron frames / purlins with Contractor's stitching bolts, hook bolts, crank bolts, coach screws, nuts, limpets, G.I and bitumen washers etc. complete | Sqm | 42.00 | 358.87 | 15,072.54 |
| 63 | 1:4 (1cement: 4 fine sand) | Sqm | 169.58 | 65.37 | 11,085.44 |
| 64 | 1:6 (1cement: 6 fine sand) | Sqm | 85.39 | 65.37 | 5,581.94 |
| 65 | 1:6 (1cement: 6fine sand) | Sqm | 257.56 | 77.03 | 19,839.85 |
| 66 | New work (three or more coats) | Sqm | 72.00 | 8.43 | 606.96 |
| 67 | New work (two or more coats of distemper) over and including priming coat with distemper primer | Sqm | 450.00 | 47.49 | 21,370.5 |
| 68 | Applying one coat of cement primer of approved brand and manufacture on wall surface | Sqm | 600.00 | 20.77 | 12,462 |
| 69 | Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications with two or more coats applied @ 1.25ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10sqm | Sqm | 600.00 | 58.24 | 34,944 |
| 70 | Wall painting on new work with two or more coats of plastic emulsion paint of approved brand and manufacture to give an even shade | Sqm | 600.00 | 38.74 | 23,244 |
| 71 | Finishing walls with water proofing cement paint of required shade two or more coats on new work applied @ 3.84 Kg/10 sqm | Sqm | 142.00 | 34.77 | 4,937.34 |
| 72 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coats applied @ 0.90ltr/ 10sqm over an under coat of primer applied @ 0.80ltr/ 10sqm of approved brand or manufacture | Sqm | 8.50 | 50.67 | 430.7 |
| 73 | PN-16 Pipe, 16mm OD | Metre | 80.00 | 88.65 | 7,092 |
| 74 | PN-16 Pipe, 25mm OD (SDR-7.4) | Metre | 200.00 | 99.98 | 19,996 |
| 75 | 20mm nominal outer dia. Pipes | Metre | 30.00 | 113.4 | 3,402 |
| 76 | 20mm nominal outer dia. Pipes | Metre | 20.00 | 105.16 | 2,103.2 |
| 77 | 15 mm dia. nominal bore | Metre | 32.00 | 136.31 | 4,361.92 |
| 78 | 25 mm dia. nominal bore | Metre | 40.00 | 230.01 | 9,200.4 |
| 79 | 25 mm dia. nominal bore | Metre | 20.00 | 260.28 | 5,205.6 |
| 80 | 15 mm nominal bore | Each | 11.00 | 154.55 | 1,700.05 |
| 81 | 15 mm nominal bore | Each | 11.00 | 151.88 | 1,670.68 |
| 82 | 25 mm nominal bore | Each | 4.00 | 405.36 | 1,621.44 |
| 83 | 15 mm nominal bore | Each | 6.00 | 176.35 | 1,058.1 |
| 84 | Circular type 100 mm nominal dia | Each | 2.00 | 39.1 | 78.2 |
| 85 | Constructing masonry Chamber 30x30x50 cm, inside with 7.5 class designation brick work with FPS Bricks in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design | Each | 8.00 | 556.49 | 4,451.92 |
| 86 | Providing and placing on terrace/staging (at all heights) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank | Litre | 1500.00 | 6.43 | 9,645 |
| 87 | 100mm diameter | Metre | 20.00 | 147.36 | 2,947.2 |
| 88 | 150mm diameter | Metre | 20.00 | 202.36 | 4,047.2 |
| 89 | 900mm dia. R.C.C. pipe | Metre | 20.00 | 2,123.29 | 42,465.8 |
| 90 | White Vitreous China Orissa pattern W.C. pan of size 580x440-mm with integral type foot rests | Each | 8.00 | 2,202.15 | 17,617.2 |
| 91 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1.00 | 2,321.78 | 2,321.78 |
| 92 | One urinal basin with 5litre white P.V.C. automatic flushing cistern | Each | 4.00 | 1,901.98 | 7,607.92 |
| 93 | Single half stall urinal with 5litre P.V.C. automatic flushing cistern | Each | 1.00 | 3,148.25 | 3,148.25 |
| 94 | white vitreous china wash basin size 550x400mm with a pair of 15mm C.P. brass pillar taps | Each | 8.00 | 1,357.74 | 10,861.92 |
| 95 | white vitreous china flat back wash basin size 550x400mm with single 15mm C.P. brass pillar tap | Each | 1.00 | 1,156.08 | 1,156.08 |
| 96 | Providing and fixing 100mm sand cast iron grating for gully, trap | Each | 8.00 | 38.4 | 307.2 |
| 97 | Providing and fixing C P brass Soap dish holder having length of 138 mm, 102 mm wide, 75 mm high with concealed fittings arrangements weighing approx. 110 gms | Each | 1.00 | 134.29 | 134.29 |
| 98 | Providing and fixing Shower rose (C.P.) brass with swivel joint having aprox. wt. 270 gm | Each | 1.00 | 303.73 | 303.73 |
| 99 | Providing and fixing Towel rail (C.P.) brass 15 mm dia x 450 mm long having approx. wt. 380 gm | Each | 1.00 | 250.88 | 250.88 |
| 100 | Providing and fixing 110mm dia PVC soil, waste and vent pipes including jointing and cost of spun yarn and sand etc. complete | Metre | 10.00 | 199.41 | 1,994.1 |
| 101 | Providing and fixing brackets comprising of aluminium painted standard steel clip and cast iron base for 110mm A.C. pipes, including cost of screws etc. and drilling of holes and making good the walls including cost of sand etc. complete | Each | 2.00 | 57.64 | 115.28 |
| 102 | Providing and fixing 110 mm x 110 mm x 110mm dia PVC plain branch (single equal junction)of the required degree including jointing and cost of spun yarn and sand etc., complete | Each | 1.00 | 122.81 | 122.81 |
| 103 | Providing and fixing 110 mm PVC Plain bend of the required degree with access door inclusive of 3mm thick bitumastic felt washer, bolts and nuts, complete, including jointing and cost of spun yarn and sand etc. complete | Each | 1.00 | 81.61 | 81.61 |
| 104 | Providing and fixing 110 mm PVC collar (loose socket) including jointing and cost of spun yarn and sand etc. complete | Each | 2.00 | 68.53 | 137.06 |
| 105 | Cast iron | Each | 16.00 | 34.03 | 544.48 |
| 106 | Fabricating, supplying and installing stainless steel 3/4 seater benches with or without back rest of size and shape as per design and drawing approved by Engineer Incharge. Bench shall be manufactured from stainless steel 304 Grade with perforation made with turret punching machine and rolled on roller machine. Steel to be either laser cut or water jet cut (no shearing). Polishing to be done with automatic polishing machines to give mirror polish. All parts to be connected with suitable CNC made connectors and counter sunk screws etc. - Welding to be done with suitable SS 304 Grade welding rods and treated with K-2 solution. Joints shall be finished ensuring that no welding marks are visible. Fixing at site should be done with suitable SS base plate and dash fasteners. Manufacturer shall submit maintenance manual and basic material test report for grade certification. | Kg | 300.00 | 334.07 | 1,00,221 |
| 107 | Mix leaner than 1:2:4 with coarse aggregate larger than 20mm | cum | 130.00 | 258.56 | 33,612.8 |
| 108 | In cement mortar | cum | 170.00 | 423.54 | 72,001.8 |
| — | 5925.00 | 38.01 | 2,25,209.25 | ||
| Schedule total | ₹25,65,144.89 | ||||
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