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Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
28 Sept 2026, 11:00 am
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
45 days
Expenditure
Capital (Works)
SR.DEN/N
25 conditions · 4 needing a document upload
No Technical and Financial credentials are required for tenders having value up to Rs 50 lakh
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.
(a) Attested Certificates(s) issued by Executive or Nominated Authority of the government Departments or Semi-Government/Public Sector Undertakings for the value of the work done for them during the qualifying period including current financial year certifying the bill amounts paid Agreement-wise and Date-wise or attested photo copy of such certificate. Such certificates will be accepted only from Govt. / Govt. bodies / PSUs authorities. Certificates issued by Private Bodies will not be considered.
NOTE: (i) Financial Year shall normally, be reckoned as 1st April to 31st March of the Next Year. However, for Turnover Criteria, the Financial Year as applicable to the Company /Tenderer is to be considered, if it defers from the above. (ii) Current Financial year is reckoned as the incomplete Financial year in which the date of tender submission falls. (iii) Chartered Accountant statements duly indicating yearly receipts will not be considered until and unless backed by Audited Balance Sheets or Provisional Balance sheet. (iv) (v) If the tender is not accompanied by the certificate(s) in support of financial eligibility as above, the tender shall be rejected. No post-tender correspondence will be entertained.
If JV firms are allowed to participate; Financial eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.2 of J.V guide lines of IRSGCC April - 2022 [with up to date correction slip].
(a) The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work costing not less than the amount equal to 60% of advertised value of the tender.
Tenderer shall carefully read clause No. 10 including clause no. 10.1 to 10.5 of IRGCC April 2022.
The total value of similar nature of work completed during the qualifying period and not the payments received within qualifying period alone, shall be considered. In case, final Bill of similar nature of work has not been passed and final measurements have not been recorded, the paid amount including statutory deductions will be considered. If final measurements have been recorded and work has been completed with negative variation, then also the paid amount including statutory deductions will be considered. However, if final measurements have been recorded and work has been completed with positive variation but variation has not been sanctioned, original agreement value or last sanctioned agreement value whichever is lower shall be considered for judging eligibility.
In case JV firms are allowed to participate, Technical Eligibility of the JV Firm shall be adjudged based on satisfactory fulfillment of the Para No.17.15.1 of J.V. guide lines of IRSGCC April-2022 [read with up to date correction slip].
The value of work completed will not include the cost of any materials issued free of cost by the Railway/ Department concerned. Price Variation amount, if any; if indicated / incorporated in the experience certificate will also be considered towards eligibility.
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates.
The work experience certificate shall be in the name and style of the 1.5.1 tenderer participating or as per provisions under Clause 17.15 of GCC April-2022 for JV Firm, if eligible to participate.
The work experience certificate shall be issued by an officer not below the rank of JA Grade or Bill passing Officer in Railways and Bill passing Officer/Executive In-charge of work in other Govt. / Govt. bodies / PSUs. The certificate should bear the signature and seal of the issuing officer, name of the department etc. In case tenderer submits work experience 1.5.2 certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Any building work or concrete work
80 conditions · 25 needing a document upload
Uploading of Proforma-18 attached with Tender document (Certificate signed by Tenderer and Chartered Accountant), w he n balance sheet for the first previous year is yet to be prepared/ audited.
TENDER SHALL BE REJECTED if it is not accompanied by the following
Uploading of Proforma (Proforma-16) attached with Tender Document for self-Certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement Order Value less than of Rs.10 Crores.
Uploading of Proforma (Proforma-17) attached with Tender Document for Certificate from the statutory auditor or cost auditor of the company (in the case of companies) or from a practicing cost accountant or practicing chartered accountant (in respect of suppliers other than companies) giving the percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores.
Bid Security deposited through IREPS e-payment or as per provisions under Clause 5 (2) Part-I of GCC April 2022.
In case of Partnership firm: The tender form shall be submitted only in the name of partnership firm.
In case tenderer is JV Firm : The tender form shall be submitted 2.3.2 only in the name of the JV and not in the name of any constituent member.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender 2.3.3 documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period.
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured:- i. A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii. The original Bank Guarantee should be delivered to the Divisional Railway Manager(Works),2nd floor, Irwin Road,South Western Railway, Mysore-570001, within 5 working days of deadline of submission of bids. iii. Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. iv. The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. v. The details of the BG, physically submitted should match with the details available in the scanned copy and the 2.3.4 data entered during bid submission time, failing which the bid will be rejected. vi. The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. vii. The envelope shall be addressed to the Divisional Railway Manager(Works),2nd floor, Irwin Road,South Western Railway, Mysore-570001 viii. If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder. ix. The benificiary for the PG will be Senior Divisional Finance Manager, South Western Railway, Mysore
Proforma-16 for self-certificate in regard to meeting the Minimum Local Content requirements as per Make in India Policy for Procurement order value less than of Rs. 10 Crores. OR Proforma-17 for Certificate from the statutory auditor or cost auditor of the company (in the case of companies) or from a practicing cost accountant or practicing chartered accountant (in respect of suppliers other than companies) giving the percentage of Local Content as per Make in India Policy for Procurement Order Value more than Rs.10 Crores. Provisions of Make in India Policy 2017 (revised during 2024 vide Department for Promotion of Industry and Trade, Ministry of Commerce and Industry's letter No. P-45021/2/2017-PP (BE-II)-Part(4)Vol.II dated 19.07.2024) issued by Govt. of India, as amended from time to time, shall be followed for consideration of tenders.
Uploading of Proforma -18 attached with Tender document (Certificate signed by Tenderer and Chartered Accountant), w he n balance sheet for the first previous year is yet to be prepared/ audited.
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.
(i) The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society / Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be. (ii) documents shall be submitted according to clause 14 of IRGCC 2022:
Chikjajur- Construction Ty-II of additional units on the existing quarters building (4 units)
29MYS26of03-09-26itno05~SWR
29MYS26of03-09-26itno05
Open
Works - General
12 Months
Dharwad, Karnataka
₹0
₹2.0 L
3 Sept 2026
3 Sept 2026
14 Sept 2026
110 items across 2 schedules · ₹1,36,88,863.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 25 | 260.3 | 6,507.5 |
| 2 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 20 | 7,178.75 | 1,43,575 |
| 3 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 75 | 392.15 | 29,411.25 |
| 4 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 350 | 927.25 | 3,24,537.5 |
| 5 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 250 | 736.4 | 1,84,100 |
| 6 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 200 | 961.3 | 1,92,260 |
| 7 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 32 | 392.15 | 12,548.8 |
| 8 | Under 20 cm wide | Metre | 320 | 208.55 | 66,736 |
| 9 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 44 | 951.1 | 41,848.4 |
| 10 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 1 | 20,355.8 | 20,355.8 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 35 | 9,504.75 | 3,32,666.25 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 160 | 9,860.4 | 15,77,664 |
| 13 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 44 | 10,195.45 | 4,48,599.8 |
| 14 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 107 | 8,333.65 | 8,91,700.55 |
| 15 | Area of slab upto 0.50 sqm | Sqm | 10 | 5,413.5 | 54,135 |
| 16 | Area of slab over 0.50 sqm | Sqm | 20 | 5,136.3 | 1,02,726 |
| 17 | Granite work | Metre | 90 | 510.95 | 45,985.5 |
| 18 | Kiln seasoned and chemically treated hollock wood | cum | .06 | 1,87,277.65 | 11,236.66 |
| 19 | Providing 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. | Sqm | 232 | 1,267.95 | 2,94,164.4 |
| 20 | Second class teak wood | cum | 4.6 | 1,42,949.7 | 6,57,568.62 |
| 21 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 32 | 2,600.45 | 83,214.4 |
| 22 | 18 mm thick | Sqm | 60 | 1,245.75 | 74,745 |
| 23 | 25 mm thick | Sqm | 32 | 1,715.2 | 54,886.4 |
| 24 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 52 | 3,473.85 | 1,80,640.2 |
| 25 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 52 | 462.35 | 24,042.2 |
| 26 | Second class teak wood | Sqm | 44 | 4,852.3 | 2,13,501.2 |
| 27 | Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842, including top cover of 6 mm coir veneer board, nickel plated M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 96 | 725.85 | 69,681.6 |
| 28 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2200 | 238.35 | 5,24,370 |
| 29 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 336 | 228.85 | 76,893.6 |
| 30 | 100X58X1.90 mm | Each | 24 | 107.1 | 2,570.4 |
| 31 | 250x16x5 mm | Each | 24 | 308 | 7,392 |
| 32 | 250x16 mm | Each | 24 | 260.6 | 6,254.4 |
| 33 | 250x10 mm | Each | 24 | 115.15 | 2,763.6 |
| 34 | 150x10 mm | Each | 152 | 82.55 | 12,547.6 |
| 35 | 100 mm | Each | 104 | 59.55 | 6,193.2 |
| 36 | Single rubber stopper | Each | 36 | 39.6 | 1,425.6 |
| 37 | Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws etc. complete as per directions of Engineer- in-charge. | ONE SET | 4 | 414.2 | 1,656.8 |
| 38 | Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) | Each | 8 | 20.4 | 163.2 |
| 39 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer-in-Charge | Sqm | 48 | 2,307.35 | 1,10,752.8 |
| 40 | With 12 mm mild steel U beading | Sqm | 40 | 1,228 | 49,120 |
| 41 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 40 | 10,993.55 | 4,39,742 |
| 42 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 3.6 | 8,247.25 | 29,690.1 |
| 43 | 125 mm | Each | 32 | 119.2 | 3,814.4 |
| 44 | 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 | 16 | 885.1 | 14,161.6 |
| 45 | 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 | 50 | 533.25 | 26,662.5 |
| 46 | Hot finished seamless type tubes | Kg | 4500 | 206.35 | 9,28,575 |
| 47 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 110 | 772.4 | 84,964 |
| 48 | Raj Nagar plain | Sqm | 12 | 2,346.8 | 28,161.6 |
| 49 | 25 mm thick | Sqm | 20 | 1,948.25 | 38,965 |
| 50 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 12 | 2,354.7 | 28,256.4 |
| 51 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. | Metre | 20 | 191.4 | 3,828 |
| 52 | Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre | Sqm | 20 | 44.15 | 883 |
| 53 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 44 | 1,096.55 | 48,248.2 |
| 54 | Size of Tile 600 x 600 mm | Sqm | 180 | 1,464.85 | 2,63,673 |
| 55 | Size of Tile 500x500 mm | Sqm | 40 | 1,593.9 | 63,756 |
| 56 | 110 mm diameter | Metre | 60 | 377.4 | 22,644 |
| 57 | 110 mm bend | Each | 13 | 150.35 | 1,954.55 |
| 58 | 110 mm Shoe | Each | 13 | 131.85 | 1,714.05 |
| 59 | 110 mm | Each | 60 | 371.3 | 22,278 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 2000 | 333.35 | 6,66,700 |
| 61 | 1:3 (1 cement : 3 fine sand) | Sqm | 320 | 300.45 | 96,144 |
| 62 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 980 | 171.1 | 1,67,678 |
| 63 | Two or more coats on new work | Sqm | 48 | 155.9 | 7,483.2 |
| 64 | New work | Sqm | 340 | 197.65 | 67,201 |
| 65 | 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 | 1020 | 156.05 | 1,59,171 |
| 66 | Two coats | Sqm | 1340 | 137.45 | 1,84,183 |
| 67 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 68 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 5 | 3,551.25 | 17,756.25 |
| 69 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 150 | 972 | 1,45,800 |
| 70 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 71 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,648.85 | 10,595.4 |
| 72 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 4 | 1,683.35 | 6,733.4 |
| 73 | 510x1040 mm bowl depth 250 mm | Each | 4 | 6,945.6 | 27,782.4 |
| 74 | Providing and fixing 600x450 mm bevelled 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. | Each | 4 | 1,607.95 | 6,431.8 |
| 75 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,151.9 | 23,038 |
| 76 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 20 | 1,044.75 | 20,895 |
| 77 | Sand cast iron S&S as per IS - 1729 | Each | 12 | 598.5 | 7,182 |
| 78 | Sand Cast Iron S&S as per IS: 1729 | Each | 12 | 1,683.55 | 20,202.6 |
| 79 | Sand Cast Iron S&S as per IS- 1729 | Each | 12 | 1,558.35 | 18,700.2 |
| 80 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 4 | 673.4 | 2,693.6 |
| 81 | 20 mm nominal dia Pipes | Metre | 60 | 335 | 20,100 |
| 82 | 25 mm nominal dia Pipes | Metre | 80 | 401.55 | 32,124 |
| 83 | 40 mm nominal dia Pipes | Metre | 40 | 702.95 | 28,118 |
| 84 | 20 mm nominal dia Pipes | Metre | 40 | 537.6 | 21,504 |
| 85 | 40 mm nominal dia Pipes | Metre | 100 | 563.05 | 56,305 |
| 86 | 25 mm nominal bore | Each | 8 | 622.4 | 4,979.2 |
| 87 | 40 mm nominal bore | Each | 2 | 826.1 | 1,652.2 |
| 88 | 25 mm nominal bore | Each | 8 | 464.05 | 3,712.4 |
| 89 | 25 mm nominal bore | Each | 16 | 439.25 | 7,028 |
| 90 | 40 mm nominal bore | Each | 2 | 631.3 | 1,262.6 |
| 91 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. | Per Litre | 4000 | 11 | 44,000 |
| 92 | 15 mm nominal bore | Each | 12 | 506.8 | 6,081.6 |
| 93 | 15mm nominal bore | Each | 4 | 574.3 | 2,297.2 |
| 94 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 4 | 111.45 | 445.8 |
| 95 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 2,707.65 | 21,661.2 |
| 96 | 100 mm dia. R.C.C. pipe | Metre | 20 | 507.05 | 10,141 |
| 97 | 250 mm dia. R.C.C. pipe | Metre | 50 | 899.8 | 44,990 |
| 98 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 3 | 12,725 | 38,175 |
| 99 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 12 | 6,937.9 | 83,254.8 |
| 100 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at1.7 kg. per sqm of area.(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @1.7 kg/sqm). | Sqm | 40 | 769.6 | 30,784 |
| 101 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 360 | 688.9 | 2,48,004 |
| 102 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 7 | 8,042.3 | 56,296.1 |
| 103 | Frame size 45 x 70 mm | Metre | 41 | 705.85 | 28,939.85 |
| 104 | 25 mm thick | Sqm | 14 | 3,889.15 | 54,448.1 |
| Schedule total | ₹1,15,34,020.98 | ||||
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GCCACS11.pdf
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GCCAdvanceCorrectionSlipNo9.pdf Correction Slip No 9 to GCC 2022
ATTACHMENT
GCCAdvanceCorrectionSlipNo7.pdf Correction Slip No 7 to GCC 2022
ATTACHMENT
GCCAdvanceCorrectionSlipNo10.pdf Correction Slip No 10 to GCC 2022
ATTACHMENT
GCCAdvanceCorrectionSlipNo8.pdf Correction Slip No 8 to GCC 2022
ATTACHMENT
Correction slip to GCC 2022
ATTACHMENT
ACS-4toGCC-2022.pdf
ATTACHMENT
ACS-2toGCC-2022_2022-CE-1-CT-GCC-2022.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo5.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo6.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo9.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo7.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo10.pdf
ATTACHMENT
GCCAdvanceCorrectionSlipNo8.pdf
ATTACHMENT
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