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Tender Value
₹7.8 Cr
EMD Value
₹15.5 L
Closing Date
5 May 2026, 3:00 pmClosed
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
EAST WORKS
17 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC2022and as per Railway Board Advance correction slip No.1 dated 14-07- 2022The 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 tenderer shall submit requisite information as per Annexure-F (Annexure-VIB of GCC), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Financial Eligibility Criteria: As per Clause 10.2 of IRSGCC-2022(As per Advanced Correction slipNo,1 dated. 14.07.2022 to GCC-2022) and the same is mentioned in Para No.10.2 page no. 15 of this tender document. Tenderer should attach Self attested/ Digitally signed copy of Certificate showing minimum average annual contractual turnover as per Annexure VI B ofIRSGCC-2022 (As per Advanced Correction slip No,1dated.14.07.2022 to GCC-2022)in Annexure - "F"Page-32 of Master Document -1 attached to the tender
Similar Nature of work : "C-2 - Any Civil Engineering Works (excluding Track works/Zonal works)""as per HQrs letter No. W.148/P/SNW/2025 dated 02.12.2025, with the Approval of PCE/SCR
Technical Eligibility Criteria: as per Clause 10.1 of Part-I of IRSGCC-2022 (a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender
b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or Page 15/21 1.1.1tenderer must have successfully completed or substantially completed anyone of the following categories of work(s) during last 07(seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or(iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note forb(1): Separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components. (b)(2) In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be 1.1.1 either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required intender documents by way of Special Conditions, a formal agreement duly notarized, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s),and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfil technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35%valueof work to be subletted, in last5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s)fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing.
Note for Item 10.1 of IRSGCC-2022: 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 500crore and above in last 3financial 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 1.1.2 provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience 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.
17 conditions · 5 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.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous i t e m s . The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tender value is including escalation of (-)15% (minus Fifteen percent ) on CPWD DSR rates. Tenderer should note this before quoting the rates
delivered in person to the official nominated (i.e. OS/Tenders/Engg)/BZA Division) as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of Bids)
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General Instructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender document and strictly adhere to the instruction and directions given therein
SW I: Proposal for Provision for augmentation of hostel capacity from 240 to 340 beds at ETTC/BZA. SW-II : BZA - Proposal for Construction of New Ladies hostel at ETTC/BZA to cater to the female trainees from Running, TRS, TRD branches of entire S.C. Railway. SW III: BZA - Proposed construction of RPF Armoury (Koth & DRCoy) under SSE/W/East/BZA
E-11-EAST-BZA-2026
E-11-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹15.5 L
5 May 2026
9 Apr 2026
21 Apr 2026
194 items across 4 schedules · ₹9,04,90,346.31 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 3275.36 | — | 177.5 | 5,81,376.4 |
| 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 2167.29 | — | 196 | 4,24,788.84 |
| 3 | All kinds of soil | cum 177.38 | — | 126.8 | 22,491.78 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 990.92 | — | 2,123.75 | 21,04,466.35 |
| 5 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 225 | 234.75 | 52,818.75 |
| 6 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Metre | 100 | 38.9 | 3,890 |
| 7 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum 10.51 | — | 8,340.85 | 87,662.33 |
| 8 | 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 26.03 | — | 7,878.5 | 2,05,077.36 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum 118.74 | — | 7,294.7 | 8,66,172.68 |
| 10 | 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 291.86 | — | 7,178.75 | 20,95,189.98 |
| 11 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm 958.45 | — | 495.75 | 4,75,151.59 |
| 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag 2053.28 of 50 kg cement used | — | 18.15 | 37,267.03 |
| 13 | 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 | 184 | 9,045.75 | 16,64,418 |
| 14 | cum 21.25 | — | 11,505.5 | 2,44,491.88 | |
| 15 | cum | 2.75 | 12,205.85 | 33,566.09 | |
| 16 | cum | 9.6 | 11,454.35 | 1,09,961.76 | |
| 17 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 836.52 | — | 392.15 | 3,28,041.32 |
| 18 | Suspended floors, roofs, landings, balconies and access platform | Sqm 2333.46 | — | 927.25 | 21,63,700.79 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 1993.57 | — | 736.4 | 14,68,064.95 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 1566.08 | — | 961.3 | 15,05,472.7 |
| 21 | Stairs, (excluding landings) except spiral- staircases | Sqm | 75.6 | 764.95 | 57,830.22 |
| 22 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards | Sqm | 192 | 1,296.7 | 2,48,966.4 |
| 23 | 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 122.53 | — | 392.15 | 48,050.14 |
| 24 | Under 20 cm wide | Metre 695.16 | — | 208.55 | 1,44,975.62 |
| 25 | 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 | 23.3 | 20,355.8 | 4,74,290.14 |
| 26 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering 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 | 9.4 | 12,043.35 | 1,13,207.49 |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 477.71 | — | 9,655.7 | 46,12,624.45 |
| 28 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 674.87 | — | 10,011.35 | 67,56,359.77 |
| 29 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum 42.86 | — | 7,370.65 | 3,15,906.06 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 67.62 | — | 7,132.25 | 4,82,282.75 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 868.21 | — | 9,105.95 | 79,05,876.85 |
| 32 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm 220.2 | — | 1,123.8 | 2,47,460.76 |
| 33 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum 233.27 | — | 8,752.55 | 20,41,707.34 |
| 34 | Area of slab upto 0.50 sqm | Sqm 74.61 | — | 5,413.5 | 4,03,901.24 |
| 35 | Area of slab over 0.50 sqm | Sqm | 20 | 5,136.3 | 1,02,726 |
| 36 | Area of slab upto 0.50 sqm | Sqm 112.58 | — | 4,170.7 | 4,69,537.41 |
| 37 | Marble work | Metre 115.2 | — | 298.6 | 34,398.72 |
| 38 | Granite work | Metre 324.4 | — | 510.95 | 1,65,752.18 |
| 39 | 25 mm thick | Sqm 103.14 | — | 2,651.35 | 2,73,460.24 |
| 40 | 18 mm thick | Sqm | 60 | 1,492.8 | 89,568 |
| 41 | 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 181.68 | — | 1,267.95 | 2,30,361.16 |
| 42 | Second class teak wood | cum | 1.59 | 1,42,949.7 | 2,27,290.02 |
| 43 | 30 mm thick shutters | Sqm | 21 | 3,747.3 | 78,693.3 |
| 44 | Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked | Sqm | 21 | 1,693 | 35,553 |
| 45 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm 15.84 | — | 2,600.45 | 41,191.13 |
| 46 | 18 mm thick | Sqm 189.12 | — | 1,245.75 | 2,35,596.24 |
| 47 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 62.4 | 2,819.25 | 1,75,921.2 |
| 48 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 51 | 2,172.1 | 1,10,777.1 |
| 49 | 125x65x2.12 mm | Each | 16 | 55.75 | 892 |
| 50 | 300x16 mm | Each | 8 | 216.55 | 1,732.4 |
| 51 | 250x10 mm | Each | 8 | 83.9 | 671.2 |
| 52 | 125 mm | Each | 8 | 39.95 | 319.6 |
| 53 | 125x85x5.5 mm (heavy type) | Each | 30 | 268.65 | 8,059.5 |
| 54 | 100x85x5.5 mm (heavy type) | Each | 256 | 206.4 | 52,838.4 |
| 55 | 75x65x4 mm (heavy type) | Each | 416 | 173.4 | 72,134.4 |
| 56 | 250x10 mm | Each | 37 | 441.6 | 16,339.2 |
| 57 | 200x10 mm | Each | 26 | 358.4 | 9,318.4 |
| 58 | 100x10 mm | Each | 168 | 197.5 | 33,180 |
| 59 | 300x16x5 mm | Each | 84 | 322.2 | 27,064.8 |
| 60 | 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 |
| 61 | 40 mm | Each | 104 | 311.2 | 32,364.8 |
| 62 | 50 mm | Each | 32 | 356.75 | 11,416 |
| 63 | Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. | Each | 32 | 74.25 | 2,376 |
| 64 | 125 mm | Each | 148 | 256.65 | 37,984.2 |
| 65 | 100 mm | Each | 208 | 234.7 | 48,817.6 |
| 66 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 90 | 121.65 | 10,948.5 |
| 67 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 10 | 1,124.85 | 11,248.5 |
| 68 | 100 mm | Each | 52 | 206.25 | 10,725 |
| 69 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm 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 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 108 | 492.7 | 53,211.6 |
| 70 | 30 mm thick pre laminated PVC door shutters | Sqm | 32.4 | 3,663.8 | 1,18,707.12 |
| 71 | Second class teak wood | Sqm 102.4 | — | 4,692.1 | 4,80,471.04 |
| 72 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm 197.64 | — | 10,874.2 | 21,49,176.89 |
| 73 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2 mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 24 | 2,829.25 | 67,902 |
| 74 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm 56.52 | — | 1,133.55 | 64,068.25 |
| 75 | 5.5 mm thick glass panes | Sqm 115.38 | — | 1,390.15 | 1,60,395.51 |
| 76 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 144 | 614.2 | 88,444.8 |
| 77 | Light shade pigment using white cement | Sqm | 44.8 | 1,402 | 62,809.6 |
| 78 | 25 mm thick | Sqm 134.4 | — | 1,948.25 | 2,61,844.8 |
| 79 | 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 56.52 | — | 2,354.7 | 1,33,087.64 |
| 80 | 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 178.94 | — | 1,096.55 | 1,96,216.66 |
| 81 | 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 280.32 | — | 1,112.7 | 3,11,912.06 |
| 82 | Size of Tile 600x600 mm | Sqm | 406 | 1,553.45 | 6,30,700.7 |
| 83 | Size of Tile 800x800 mm | Sqm 1712.59 | — | 1,885.5 | 32,29,088.45 |
| 84 | Size of Tile 600 x 1200 mm | Sqm 257.04 | — | 1,798.8 | 4,62,363.55 |
| 85 | 75 mm diameter | Metre | 175 | 248.8 | 43,540 |
| 86 | 110 mm diameter | Metre | 788 | 377.4 | 2,97,391.2 |
| 87 | 110 mm | Each | 86 | 136.15 | 11,708.9 |
| 88 | 110x110x110 mm | Each | 75 | 234.15 | 17,561.25 |
| 89 | 110 mm bend | Each | 146 | 150.35 | 21,951.1 |
| 90 | 110 mm Shoe | Each | 50 | 131.85 | 6,592.5 |
| 91 | 75 mm | Each | 95 | 369.85 | 35,135.75 |
| 92 | 110 mm | Each | 524 | 371.3 | 1,94,561.2 |
| 93 | 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 | 9 | 738.65 | 6,647.85 |
| 94 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm 1911.12 | — | 1,902.95 | 36,36,765.8 |
| 95 | 1:4 (1 cement: 4 fine sand) | Sqm 402.81 | — | 347.05 | 1,39,795.21 |
| 96 | 1:6 (1 cement: 6 fine sand) | Sqm 4410.42 | — | 333.35 | 14,70,213.51 |
| 97 | 1:6 (1 cement: 6 fine sand) | Sqm 1693.8 | — | 383 | 6,48,725.4 |
| 98 | 1:4 (1 cement: 4 coarse sand) | Sqm 5761.09 | — | 357.35 | 20,58,725.51 |
| 99 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm 5663.41 | — | 193.7 | 10,97,002.52 |
| 100 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm 6104.22 | — | 181.25 | 11,06,389.88 |
| 101 | Two or more coats on new work | Sqm | 300 | 155.9 | 46,770 |
| 102 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm 234.72 | — | 226.25 | 53,105.4 |
| 103 | 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 10229.29 | — | 156.05 | 15,96,280.7 |
| 104 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 293 | 2,434.25 | 7,13,235.25 |
| 105 | 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 86.48 | — | 3,551.25 | 3,07,112.1 |
| 106 | In cement mortar | cum | 48.6 | 2,060.2 | 1,00,125.72 |
| 107 | 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 732.98 | — | 263.95 | 1,93,470.07 |
| 108 | Moorum | cum | 360 | 768.25 | 2,76,570 |
| 109 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 4 | 7,993.8 | 31,975.2 |
| 110 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 6,515.55 | 78,186.6 |
| 111 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 16 | 8,006.6 | 1,28,105.6 |
| 112 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 6 | 9,612.4 | 57,674.4 |
| 113 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 4 | 2,226.35 | 8,905.4 |
| 114 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 22 | 1,879.2 | 41,342.4 |
| 115 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 26 | 1,683.35 | 43,767.1 |
| 116 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 28 | 349.15 | 9,776.2 |
| 117 | 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 | 4 | 6,940.75 | 27,763 |
| 118 | 32 mm dia | Each | 4 | 103.9 | 415.6 |
| 119 | 32 mm dia | Each | 18 | 119.55 | 2,151.9 |
| 120 | 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 |
| 121 | Rectangular shape 453x357 mm | Each | 22 | 1,361.8 | 29,959.6 |
| 122 | Rectangular shape 1500x450 mm | Each | 20 | 2,093 | 41,860 |
| 123 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 4 | 168.35 | 673.4 |
| 124 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 22 | 231.95 | 5,102.9 |
| 125 | 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 | 148 | 673.4 | 99,663.2 |
| 126 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 6 | 7,979.2 | 47,875.2 |
| 127 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 4 | 18,212.9 | 72,851.6 |
| 128 | 25 mm nominal dia Pipes | Metre | 480 | 401.55 | 1,92,744 |
| 129 | 50 mm nominal dia Pipes | Metre | 242 | 934.15 | 2,26,064.3 |
| 130 | 20 mm nominal dia Pipes | Metre 399.6 | — | 537.6 | 2,14,824.96 |
| 131 | 25 mm nominal dia Pipes | Metre | 440 | 627.25 | 2,75,990 |
| 132 | 25 mm nominal dia Pipes | Metre | 216 | 355.4 | 76,766.4 |
| 133 | 32 mm nominal dia Pipes | Metre | 50 | 438.6 | 21,930 |
| 134 | 50 mm nominal dia Pipes | Metre | 110 | 794.25 | 87,367.5 |
| 135 | 15 mm nominal bore | Each | 46 | 353.25 | 16,249.5 |
| 136 | 25 mm nominal bore | Each | 40 | 622.4 | 24,896 |
| 137 | 50 mm nominal bore | Each | 12 | 1,026.65 | 12,319.8 |
| 138 | 20 mm nominal bore | Each | 2 | 462.5 | 925 |
| 139 | 20 mm nominal bore | Each | 62 | 119.05 | 7,381.1 |
| 140 | 100 mm diameter | Each | 58 | 193.95 | 11,249.1 |
| 141 | 150 mm diameter | Each | 4 | 222.35 | 889.4 |
| 142 | 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 5000 | — | 11 | 55,000 |
| 143 | 15 mm nominal bore | Each | 64 | 798.95 | 51,132.8 |
| 144 | 15 mm nominal bore | Each | 50 | 670.45 | 33,522.5 |
| 145 | 15mm nominal bore | Each | 48 | 574.3 | 27,566.4 |
| 146 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 99 | 74.8 | 7,405.2 |
| 147 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 12 | 125.6 | 1,507.2 |
| 148 | 100 mm nominal dia | Each | 68 | 37.6 | 2,556.8 |
| 149 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 4 | 196.95 | 787.8 |
| 150 | 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 | 34 | 111.45 | 3,789.3 |
| 151 | 15 mm nominal bore with 45 cm length | Each | 4 | 121.9 | 487.6 |
| 152 | 150 mm diameter | Metre | 212 | 695.8 | 1,47,509.6 |
| 153 | 200 mm diameter | Metre | 213 | 970.35 | 2,06,684.55 |
| 154 | 150 mm diameter S.W. pipe | Metre | 462 | 743.1 | 3,43,312.2 |
| 155 | 200 mm diameter S.W. pipe | Metre | 213 | 873.5 | 1,86,055.5 |
| 156 | Square shape 450 mm internal dimension | Each | 44 | 1,386.55 | 61,008.2 |
| 157 | Circular shape 560 mm internal diameter | Each | 10 | 1,675.7 | 16,757 |
| 158 | 300 mm dia | Metre | 270 | 825.7 | 2,22,939 |
| 159 | 200 mm nominal size dia | Metre | 240 | 1,113.35 | 2,67,204 |
| 160 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum | 2.7 | 1,509.8 | 4,076.46 |
| 161 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 1.73 | 1,538.25 | 2,661.17 |
| 162 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 1.73 | 1,538.25 | 2,661.17 |
| 163 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 1.73 | 2,024.5 | 3,502.39 |
| 164 | Frame size 50 x 125 mm | Metre | 19.6 | 1,075.7 | 21,083.72 |
| 165 | Frame size 65 x 100 mm | Metre | 80 | 1,111.3 | 88,904 |
| 166 | 30 mm thick | Sqm | 39.2 | 4,346.7 | 1,70,390.64 |
| Schedule total | ₹6,73,77,673.36 | ||||
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2MasterDocument-02.pdf
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