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Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
31 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN/HQ
14 conditions · 3 needing a document upload
Item no 10.2 of GCC 2022: Financial Eligibility Criteria: 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 Clause 10.2 of Indian Railways Standard General Conditions of Contract'2022 with upto date correction slip. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
SIMILAR NATURE OF WORK FOR THIS TENDER WILL BE - ANY CIVIL ENGINEERING WORK.
24 conditions · 6 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.
Para 5(3) ii. Part I of GCC shall be read as under: The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids [i.e. excluding the last date of submission of bids] [Advance Correction Slip No.5 to Indian Railways Standard General Conditions of Contract, April 2022 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 20.10.2023].
The participating Bidder must submit self certificate [Annexure V & VA as applicable] duly downloaded from the link given in Submission of Document Verification Certificate or documents uploaded along with tender. [Advance Correction Slip No.3 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 26.04.2023 and Advance Correction Slip No.4 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 07.08.2023 ].
Maintenance period of contract - The Earnest Money/Bid Security deposited by the contractor will be converted into Security Deposit and will be refunded after six months of the date of completion of the work in all respect to the entire satisfaction of the Railway and on receipt of a certificate from the Assistant Engineer concerned.
All documents in support of fulfillment of eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and Total contract value for Financial Eligibility Criteria should be submitted/ uploaded online in the website with scanned copy at the time of tender bidding with details showing in Annexure I, IV. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railways may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted. Eligibility of tenderers shall be decided solely of the basis of the documents submitted along with the tender offers and any subsequent document whatsoever submitted in this connection would not be given any cognizance for finalization of the tender.
Payment through Letter of Credit is applicable for this tender as per Railway Board's letter no 2017/ACII/9/10 Pt I dated 20.02.2018 & 2018/CE-I/CT/9 dt. 04.06.2018 (Annexure B & C attached).
INSTRUCTION TO BIDDERS: A] The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of his obligations or liabilities hereunder nor will it affect any rights of the railway there under. B] In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit [EMD], performance Guarantee [PG] and Security Deposit [SD] of contract forfeited and agency barred for doing business on entire Indian Railways for 5[five] years.
Shramik kalyan Contractor[s] are requested to get themselves registered on Railways Shramik kalian portal at www.shramikkalyan.indianrailways.gov.in after issuance of letter of acceptance.
Contractor(s)/ Bidders are requested to refer to Clause 46A of Indian Railways Standard General Conditions of Contract'2022 with up to date correction slip for Price Variation Clause (PVC) in works contract. Item no 46A.1 of GCC 2022: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE- I/CT/GCC-2022/Policy dated 14.07.2022]
For further details related to 'Bid Security' Bidders are requested to please connect para no 23 of the tender documents.
Bidders are requested to refer to para no 9 of tender document [Para 41 & 42 of Part II Standard General Conditions of Contract for "Variations in extent of Contract" of GCC 2022]
In case Agency desires submission of Bid Security in the form of Bank Guarantee, then please refer to para no 23(3) of Instruction to Tenderers for e-tenders, chapter I for further guidance. [Clause 5.0 of Part I of GCC 2022]
Bidders may also upload any relevant document as deemed fit.
GST has been considered during assessment of this instant tender. Tenderer(s) should quote rate inclusive of applicable GST.
Participants tenderer(s) are requested to go through the Railway Board letter no.2022/CE-I/CT/GCC-2022/POLICY/Pt.I(E-3320424) Dtd.13.03.2026 Indian Railways Standard General Conditions of Contract, April 2022 (Advance Correction slip No.11) which is enclosed in documents.
At Belvedere Park Officers Enclave - Renovation of more than 100 years old Duplex Bunglows with its garages, outhouses etc. under Assistant Engineer[Works]/II/Sealdah.
TN-118-26-27
TN-118-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹2.1 L
31 Jul 2026
3 Jul 2026
17 Jul 2026
188 items across 2 schedules · ₹11,93,115.1 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 10 | 177.5 | 1,775 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 6 | 196 | 1,176 |
| 3 | 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. | cum | 50 | 700.5 | 35,025 |
| 4 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 2 | 310.05 | 620.1 |
| 5 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Metre | 70 | 43 | 3,010 |
| 6 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 45 | 279.7 | 12,586.5 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 15 | 7,878.5 | 1,18,177.5 |
| 8 | Foundations, footings, bases for columns | Sqm | 40 | 392.15 | 15,686 |
| 9 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 3 | 9,045.75 | 27,137.25 |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 3 | 10,852.95 | 32,558.85 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 35 | 927.25 | 32,453.75 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 30 | 736.4 | 22,092 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 15 | 961.3 | 14,419.5 |
| 14 | Stairs, (excluding landings) except spiral- staircases | Sqm | 10 | 764.95 | 7,649.5 |
| 15 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 2 | 10,585.9 | 21,171.8 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 400 | 107.85 | 43,140 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 4080 | 107.85 | 4,40,028 |
| 18 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 120 | 300.45 | 36,054 |
| 19 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 125 | 78.4 | 9,800 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 45 | 9,860.4 | 4,43,718 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 8 | 7,132.25 | 57,058 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 9,105.95 | 1,36,589.25 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 15 | 5,413.5 | 81,202.5 |
| 24 | Area of slab over 0.50 sqm | Sqm | 25 | 5,136.3 | 1,28,407.5 |
| 25 | Granite work | Metre | 50 | 510.95 | 25,547.5 |
| 26 | Second class teak wood | cum | 3.5 | 1,42,949.7 | 5,00,323.95 |
| 27 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 45 | 2,241.8 | 1,00,881 |
| 28 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 35 | 1,800.45 | 63,015.75 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 2,172.1 | 65,163 |
| 30 | 50x12 mm | Metre | 42 | 185.95 | 7,809.9 |
| 31 | 50x20 mm | Metre | 52 | 213.2 | 11,086.4 |
| 32 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 250 | 238.35 | 59,587.5 |
| 33 | With 12 mm mild steel U beading | Sqm | 20 | 939.2 | 18,784 |
| 34 | 300x16 mm | Each | 25 | 216.55 | 5,413.75 |
| 35 | 125x70x4 mm (ordinary type) | Each | 125 | 185.15 | 23,143.75 |
| 36 | 250x10 mm | Each | 90 | 441.6 | 39,744 |
| 37 | 200x10 mm | Each | 60 | 358.4 | 21,504 |
| 38 | 150x10 mm | Each | 90 | 287.25 | 25,852.5 |
| 39 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 10 | 854.65 | 8,546.5 |
| 40 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete. | Each | 10 | 1,183.3 | 11,833 |
| 41 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 80 | 121.65 | 9,732 |
| 42 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 24 | 983.15 | 23,595.6 |
| 43 | Size 50 mm | Each | 40 | 333.95 | 13,358 |
| 44 | 125 mm | Each | 60 | 231.05 | 13,863 |
| 45 | 100 mm | Each | 25 | 206.25 | 5,156.25 |
| 46 | 1.0 mm thick | Sqm | 90 | 897.3 | 80,757 |
| 47 | 12mm thick commercial ply conforming to IS : 1328 BWR type | Sqm | 30 | 1,224.65 | 36,739.5 |
| 48 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 50 | 573.45 | 28,672.5 |
| 49 | Non decorative finish (matt finish) | Sqm | 36 | 3,997.45 | 1,43,908.2 |
| 50 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). | Sqm | 15 | 8,106.3 | 1,21,594.5 |
| 51 | Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm & above) x (50 mm & above). (Height upto 0.90meter). | Sqm | 35 | 13,201.2 | 4,62,042 |
| 52 | Using R2 series with frame (39mm & above ) x (39mm & above) & sash /mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter) | Sqm | 40 | 12,254.9 | 4,90,196 |
| 53 | Providing and fixing 19 mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes, shelves, racks, almirah, cupboard and drawer etc. including necessary nails, screws etc. complete as per direction of Engineer-in-charge. | Sqm | 15 | 2,593.15 | 38,897.25 |
| 54 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 90 | 272 | 24,480 |
| 55 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 25 | 885.1 | 22,127.5 |
| 56 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in- charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 40 | 533.25 | 21,330 |
| 57 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1300 | 117.35 | 1,52,555 |
| 58 | Structural 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. | Kg | 600 | 133.7 | 80,220 |
| 59 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 25 | 226 | 5,650 |
| 60 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 300 | 123.6 | 37,080 |
| 61 | 1:6 (1cement : 6 coarse sand) | Sqm | 325 | 965.55 | 3,13,803.75 |
| 62 | 18 mm thick | Sqm | 25 | 662.05 | 16,551.25 |
| 63 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 15 | 8,595.15 | 1,28,927.25 |
| 64 | Ordinary cement without any pigment | Sqm | 200 | 1,056.35 | 2,11,270 |
| 65 | 25 mm thick | Sqm | 60 | 1,948.25 | 1,16,895 |
| 66 | Providing and fixing 1st quality ceramic glazed floor 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. | Sqm | 25 | 1,112.7 | 27,817.5 |
| 67 | Size of Tile 600x600 mm | Sqm | 250 | 1,553.45 | 3,88,362.5 |
| 68 | Size of Tile 800 x 800 mm | Sqm | 60 | 1,534.85 | 92,091 |
| 69 | Size of Tile 600 x 1200 mm | Sqm | 250 | 1,577.15 | 3,94,287.5 |
| 70 | Providing and fixing glazed screen printed border tile 75mm wide having thickness 5mm, of approved quality & make, in all shades, design and prints, in dado, over 12mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 kg/sqm including pointing with white cement mixed with pigment of matching shade, all complete as approved by Engineer - in - Charge | Metre | 40 | 216.2 | 8,648 |
| 71 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 10 | 4,481.3 | 44,813 |
| 72 | 110 mm diameter | Metre | 150 | 377.4 | 56,610 |
| 73 | 110 mm | Each | 25 | 136.15 | 3,403.75 |
| 74 | 110x110x110 mm | Each | 21 | 234.15 | 4,917.15 |
| 75 | 110 mm bend | Each | 32 | 150.35 | 4,811.2 |
| 76 | 110 mm | Each | 50 | 371.3 | 18,565 |
| 77 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 300 | 1,355.8 | 4,06,740 |
| 78 | Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer- in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 | Sqm | 50 | 1,744.15 | 87,207.5 |
| 79 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 10 | 84.55 | 845.5 |
| 80 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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. | Sqm | 50 | 738.65 | 36,932.5 |
| 81 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTMC 1549 and ASTMC 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strictly as per manufacturer's specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the performance of SRI and also the durability of coating, all complete as per direction of Engineer-in-Charge. | Sqm | 150 | 357.6 | 53,640 |
| 82 | 1:6 (1 cement: 6 fine sand) | Sqm | 450 | 333.35 | 1,50,007.5 |
| 83 | 1:4 (1 cement: 4 fine sand) | Sqm | 220 | 425.55 | 93,621 |
| 84 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. | Sqm | 60 | 396.65 | 23,799 |
| 85 | Flush / Ruled/ Struck or weathered pointing | Sqm | 200 | 257.35 | 51,470 |
| 86 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 200 | 74.65 | 14,930 |
| 87 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) | Sqm | 200 | 36.1 | 7,220 |
| 88 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 200 | 226.25 | 45,250 |
| 89 | Two or more coats on new works including a coat of wood filler | Sqm | 100 | 446.25 | 44,625 |
| 90 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 100 | 156.05 | 15,605 |
| 91 | Two coats | Sqm | 2100 | 142.8 | 2,99,880 |
| 92 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 2100 | 25.15 | 52,815 |
| 93 | Old work (one or more coats) | Sqm | 1800 | 41.2 | 74,160 |
| 94 | One or more coats on old work | Sqm | 400 | 102.8 | 41,120 |
| 95 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 250 | 112.9 | 28,225 |
| 96 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 1100 | 131.3 | 1,44,430 |
| 97 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 25 | 547.4 | 13,685 |
| 98 | Clerestory window chowkhats | Each | 25 | 851 | 21,275 |
| 99 | 25 mm diameter. | Metre | 100 | 421.75 | 42,175 |
| 100 | 125x70x4 mm (ordinary type) | Each | 15 | 171.05 | 2,565.75 |
| 101 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. | Each | 20 | 288.1 | 5,762 |
| 102 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in- charge. | Each | 16 | 429.1 | 6,865.6 |
| 103 | 3 mm thick | Sqm | 150 | 537.45 | 80,617.5 |
| 104 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 240 | 851.5 | 2,04,360 |
| 105 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 1 | 2,434.25 | 2,434.25 |
| 106 | In lime mortar | cum | 20 | 851.5 | 17,030 |
| 107 | In cement mortar | cum | 20 | 2,060.2 | 41,204 |
| 108 | In lime mortar | cum | 15 | 1,464.25 | 21,963.75 |
| 109 | Of area 3 sq. metres and below | Each | 18 | 367.2 | 6,609.6 |
| 110 | Of area 3 sq. metres and below | Each | 10 | 143.5 | 1,435 |
| 111 | Of sectional area 40 square centimetres and above | cum | 1 | 4,459.1 | 4,459.1 |
| 112 | R.S. Joists | Kg | 750 | 3.4 | 2,550 |
| 113 | Channels, angles, tees and flats | Kg | 600 | 2.3 | 1,380 |
| 114 | Extra for marking of structural steel work required to be re-erected. | Kg | 60 | 4.65 | 279 |
| 115 | For thickness of tiles 10 mm to 25 mm | Sqm | 700 | 73.4 | 51,380 |
| 116 | G.S. Sheet | Sqm | 60 | 164.95 | 9,897 |
| 117 | Asbestos Cement sheet | Sqm | 25 | 77.3 | 1,932.5 |
| 118 | Dismantling wooden ballies in posts and struts including stacking within 50metres lead. | Metre | 15 | 20.95 | 314.25 |
| 119 | T' or 'L' iron or pipe | Each | 40 | 230.9 | 9,236 |
| 120 | Dismantling wooden trellis work excluding frames but including stacking the serviceable material within 50 metres lead. | Sqm | 25 | 64.85 | 1,621.25 |
| 121 | 100 mm dia pipe | Metre | 70 | 78 | 5,460 |
| 122 | 150 mm dia pipe | Metre | 40 | 80.25 | 3,210 |
| 123 | Up to 150 mm diameter | Metre | 150 | 332.4 | 49,860 |
| 124 | Dismantling of flushing cistern of all types (C.I./PVC/Vitreous China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 20 | 112.05 | 2,241 |
| 125 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. | Sqm | 120 | 56.35 | 6,762 |
| 126 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 10 | 2,818.9 | 28,189 |
| 127 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 750 | 263.95 | 1,97,962.5 |
| 128 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 6,515.55 | 52,124.4 |
| 129 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 15 | 2,648.85 | 39,732.75 |
| 130 | 510x1040 mm bowl depth 250 mm | Each | 3 | 6,945.6 | 20,836.8 |
| 131 | 10 litre capacity - White | Each | 8 | 1,190.65 | 9,525.2 |
| 132 | White solid plastic seat with lid | Each | 4 | 684.85 | 2,739.4 |
| 133 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 12 | 6,940.75 | 83,289 |
| 134 | 32 mm dia | Each | 22 | 103.9 | 2,285.8 |
| 135 | Rectangular shape 453x357 mm | Each | 10 | 1,361.8 | 13,618 |
| 136 | Vitreous china | Each | 5 | 546.35 | 2,731.75 |
| 137 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,151.9 | 23,038 |
| 138 | 100 mm dia pipe | Each | 40 | 198.15 | 7,926 |
| 139 | For 100 mm dia pipe | Each | 30 | 362.85 | 10,885.5 |
| 140 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 598.5 | 5,985 |
| 141 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 470.45 | 4,704.5 |
| 142 | Sand cast iron S&S as per IS: 3989 | Each | 15 | 1,996.5 | 29,947.5 |
| 143 | 100 mm dia | Metre | 25 | 713.2 | 17,830 |
| 144 | 25 mm nominal dia Pipes | Metre | 50 | 401.55 | 20,077.5 |
| 145 | 40 mm nominal dia Pipes | Metre | 40 | 702.95 | 28,118 |
| 146 | 50 mm nominal dia Pipes | Metre | 20 | 934.15 | 18,683 |
| 147 | 15 mm nominal dia Pipes | Metre | 30 | 497.8 | 14,934 |
| 148 | 20 mm nominal dia Pipes | Metre | 40 | 537.6 | 21,504 |
| 149 | 25 mm nominal dia Pipes | Metre | 15 | 627.25 | 9,408.75 |
| 150 | 25 mm dia nominal bore | Metre | 15 | 551.7 | 8,275.5 |
| 151 | 40 mm dia nominal bore | Metre | 30 | 811.9 | 24,357 |
| 152 | 50 mm dia nominal bore | Metre | 20 | 1,048.35 | 20,967 |
| 153 | Circular shape 500 mm internal diameter | Each | 15 | 1,172.6 | 17,589 |
| 154 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50 | 530.9 | 26,545 |
| 155 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 250 | 598.6 | 1,49,650 |
| 156 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 125 | 1,176.8 | 1,47,100 |
| 157 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 10 | 1,505.25 | 15,052.5 |
| 158 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 5 | 2,823.85 | 14,119.25 |
| 159 | Upto 5mm depth and 5 mm width | Metre | 105 | 96.75 | 10,158.75 |
| 160 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 400 | 638.35 | 2,55,340 |
| 161 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 10 | 617.05 | 6,170.5 |
| 162 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 1 | 8,042.3 | 8,042.3 |
| 163 | Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). | Sqm | 325 | 77.9 | 25,317.5 |
| 164 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6 mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthened clear float glass 6 mm thick, spacer tube 12 mm wide, desiccants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor.(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (i) Coloured tinted float glass 6 mm thick substrate with reflective soft coating on face # 2, + 12 mm Air gap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. | Sqm | 10 | 3,718.7 | 37,187 |
| 165 | Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat corrugated sheet (BMCS) as per IS: 15476- 2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in- Charge. | Sqm | 10 | 6,012.1 | 60,121 |
| 166 | Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge cap (BMRC) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-Charge. | Metre | 5 | 4,830.1 | 24,150.5 |
| 167 | Providing and fixing at all height false ceiling of 4 mm thick phenol bonded Bamboo Mat board (595x595 mm) conforming to IS:13958-1994 including providing and fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed to wall with the help of dash fastener and hanger frame (600x600 mm c/c) made GI slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64 mm GI wire and anchor fastener at every junction and also including cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed all complete as per direction of Engineer-in- charge. | Sqm | 15 | 4,039.1 | 60,586.5 |
| 168 | 9 mm thickness | Sqm | 15 | 5,127.6 | 76,914 |
| 169 | Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame (45 x 20 mm) of approved shade, quality and make. The profile shall be laminated on both sides, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and the exposed edges sealed with PVC edge beading of same shade and colour. The frame shall be fire retardant with necessary screw holding capacity. Frame shall be fixed to wall using Expendable Fastner with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. | Metre | 15 | 450.95 | 6,764.25 |
| 170 | Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm nominal thickness of approved shade, quality and make, made from rigid foam sheets (Single extruded) having density 600 Kg/cum and laminated on both side by laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC edge beading of same shade and colour. The shutter shall be fire retardant having necessary screw holding capacity. Shutter shall be fixed to frame using approved hinges with necessary stainless steel screws, all complete as per direction of Engineer-in-charge. | Sqm | 50 | 5,350.55 | 2,67,527.5 |
| 171 | 18 mm thick | Sqm | 30 | 2,992.9 | 89,787 |
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