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Tender Value
₹4.2 Cr
EMD Value
₹8.3 L
Closing Date
16 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
WA SECTION
19 conditions · 3 needing a document upload
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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF AUDITED BALANCE SHEET.
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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF ANNEXURE VI-B.(Proforma is available in document).
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.
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 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 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 for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity.
For tenders having advertised value more than Rs. 10 crore (As per instruction given in ACS-11 issued vide Rly Board letter No. 2022/CE-I/CT/GCC-2022/Policy/Pt I(E-3320424) dtd 13.03.2026).wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. Annexure VI of GCC April 2022 and Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.)
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, 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. 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.
Defination of Similar Work :- Construction of any Building Work.
72 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.
Performance Guarantee As per ACS-11 dtd 13.03.2026 Para 16(4)(h) Introduced to GCC Apr2022 is as under Para 16(4)(h) If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by bider as below - Bid quoted Below 0 to 5 % (inclusive) of advertised cost - Additional Performance Guarantee (%) = NIL Bid quoted Below 5 % - of advertised cost - Additional Performance Guarantee (%) = 5%
CPWD DSR-2021 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 16.01.2023 with latest Correction Slips issued from time to time by CPWD.
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53.)
Applicability of rules for this tender
GCC-April 2022 with upto date correction slip.
CPWD DSR-2018 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-CODES AND RAILWAY CODES AND MANUALS.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract-April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials)Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT).)
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
"If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head quarters letter no. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04)
Ujjain- Building work, shifting of pipe line network and other civil work in connection with proposed four lane free ganj ROB at.
RTM-2026-27-76~WR
RTM-2026-27-76
Open
Works - General
12 Months
Ratlam, Madhya Pradesh
₹0
₹8.3 L
18 Aug 2026
18 Aug 2026
2 Sept 2026
140 items across 3 schedules · ₹5,52,23,407.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 35 | 180.4 | 6,314 |
| 2 | 2km | cum | 371 | 203.98 | 75,676.58 |
| 3 | All kinds of soil | cum | 4504 | 205.45 | 9,25,346.8 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 2182 | 253.95 | 5,54,118.9 |
| 5 | All kinds of soil | cum | 1680 | 104.5 | 1,75,560 |
| 6 | 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 | 33.8 | 7,365.15 | 2,48,942.07 |
| 7 | 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 | 749.5 | 6,833.4 | 51,21,633.3 |
| 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 | 120 | 9,375.2 | 11,25,024 |
| 9 | Foundations, footings, bases for columns | Sqm | 180 | 307.95 | 55,431 |
| 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 | 18 | 8,364.2 | 1,50,555.6 |
| 11 | cum | 15 | 10,719.3 | 1,60,789.5 | |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 609 | 307.95 | 1,87,541.55 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1019 | 766.55 | 7,81,114.45 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 1747 | 608.35 | 10,62,787.45 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1282 | 804.25 | 10,31,048.5 |
| 16 | Under 20 cm wide | Metre | 105 | 181.9 | 19,099.5 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 18 | 814.95 | 14,669.1 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 48048 | 89.65 | 43,07,503.2 |
| 19 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 40970 | 89.65 | 36,72,960.5 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 459 | 8,683.8 | 39,85,864.2 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 363 | 10,306.2 | 37,41,150.6 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 12 | 5,746.8 | 68,961.6 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 8,288.35 | 4,14,417.5 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 32 | 4,679.35 | 1,49,739.2 |
| 25 | Area of slab over 0.50 sqm | Sqm | 202 | 4,425.35 | 8,93,920.7 |
| 26 | 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 | 479 | 1,063.45 | 5,09,392.55 |
| 27 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 96 | 1,897.1 | 1,82,121.6 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 13 | 2,818.5 | 36,640.5 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 9 | 1,881.95 | 16,937.55 |
| 30 | On one side only | Sqm | 18 | 408.05 | 7,344.9 |
| 31 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 434 | 197.7 | 85,801.8 |
| 32 | 300x16 mm | Each | 4 | 180.55 | 722.2 |
| 33 | 250x16 mm | Each | 5 | 165.9 | 829.5 |
| 34 | 150x10 mm | Each | 10 | 53.05 | 530.5 |
| 35 | 100x10 mm | Each | 120 | 39.1 | 4,692 |
| 36 | 125 mm | Each | 9 | 35.2 | 316.8 |
| 37 | 75 mm | Each | 120 | 24.25 | 2,910 |
| 38 | 250x16 mm | Each | 8.4 | 234.9 | 1,973.16 |
| 39 | 100 mm | Each | 8.4 | 53.25 | 447.3 |
| 40 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (+/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (+/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 9 | 2,612.2 | 23,509.8 |
| 41 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 120 | 408.25 | 48,990 |
| 42 | 30 mm thick pre laminated PVC door shutters | Sqm | 36 | 2,455.1 | 88,383.6 |
| 43 | 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 | 300 | 93.05 | 27,915 |
| 44 | 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 | 8773 | 111.95 | 9,82,137.35 |
| 45 | Hot finished welded type tubes | Kg | 98 | 154.9 | 15,180.2 |
| 46 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 600 | 142.3 | 85,380 |
| 47 | 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 | 58 | 935.6 | 54,264.8 |
| 48 | Size of Tile 600x600 mm | Sqm | 7 | 1,416.65 | 9,916.55 |
| 49 | Size of Tile 800x800 mm | Sqm | 1103 | 1,879.95 | 20,73,584.85 |
| 50 | 110 mm diameter | Metre | 48.2 | 319.75 | 15,411.95 |
| 51 | 75 mm | Each | 3 | 79.8 | 239.4 |
| 52 | 110 mm | Each | 6 | 119.95 | 719.7 |
| 53 | 110x110x110 mm | Each | 6 | 190.75 | 1,144.5 |
| 54 | 75 mm bend | Each | 3 | 91.8 | 275.4 |
| 55 | 110 mm bend | Each | 6 | 132 | 792 |
| 56 | 1:4 (1 cement: 4 fine sand) | Sqm | 900 | 339.7 | 3,05,730 |
| 57 | 1:6 (1 cement: 6 fine sand) | Sqm | 96 | 382.1 | 36,681.6 |
| 58 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 4151 | 442.75 | 18,37,855.25 |
| 59 | 1:3 (1 cement : 3 fine sand) | Sqm | 900 | 253.05 | 2,27,745 |
| 60 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 630 | 214.3 | 1,35,009 |
| 61 | Two or more coats on new work | Sqm | 4200 | 92.75 | 3,89,550 |
| 62 | Water thinnable cement primer | Sqm | 630 | 64.45 | 40,603.5 |
| 63 | Two or more coats on new work | Sqm | 657 | 137.85 | 90,567.45 |
| 64 | Two or more coats on new work | Sqm | 245 | 131.45 | 32,205.25 |
| 65 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 483 | 191.4 | 92,446.2 |
| 66 | 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 | 60 | 123.85 | 7,431 |
| 67 | Orissa pattern W.C Pan of size 580x440 mm | Each | 20 | 3,850.65 | 77,013 |
| 68 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 212 | 2,007.1 | 4,25,505.2 |
| 69 | 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 | 1502.5 | 2,928.1 | 43,99,470.25 |
| 70 | In mud mortar | cum | 1000 | 581.15 | 5,81,150 |
| 71 | Of area 3 sq. metres and below | Each | 800 | 302.7 | 2,42,160 |
| 72 | Channels, angles, tees and flats | Kg | 50000 | 1.9 | 95,000 |
| 73 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 2275 | 4.65 | 10,578.75 |
| 74 | For thickness of tiles 10 mm to 25 mm | Sqm | 4000 | 60.5 | 2,42,000 |
| 75 | G.S. Sheet | Sqm | 2000 | 136 | 2,72,000 |
| 76 | Asbestos Cement sheet | Sqm | 2000 | 63.75 | 1,27,500 |
| 77 | 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 | 2504 | 219.35 | 5,49,252.4 |
| 78 | 53 mm to 22.4 mm size stone aggregate | cum | 81 | 1,837.25 | 1,48,817.25 |
| 79 | Moorum | cum | 1442 | 888.3 | 12,80,928.6 |
| 80 | 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 | 81 | 7,399.2 | 5,99,335.2 |
| 81 | Cement concrete prepared with batch mixing machine | cum | 162 | 9,492.9 | 15,37,849.8 |
| 82 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 300 | 932.35 | 2,79,705 |
| 83 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 84 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 5,540.55 | 22,162.2 |
| 85 | Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern | Each | 3 | 21,880.95 | 65,642.85 |
| 86 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 4 | 2,040.85 | 8,163.4 |
| 87 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 2 | 3,459.05 | 6,918.1 |
| 88 | 470x420 mm bowl depth 178 mm | Each | 20 | 2,936.45 | 58,729 |
| 89 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 2 | 299.35 | 598.7 |
| 90 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 2 | 1,382.3 | 2,764.6 |
| 91 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 4 | 1,411.15 | 5,644.6 |
| 92 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 240 | 523.6 | 1,25,664 |
| 93 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 30 | 439.9 | 13,197 |
| 94 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 30 | 501.6 | 15,048 |
| 95 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 1000 | 1,223.9 | 12,23,900 |
| 96 | PN - 10 Pipe, 160 mm OD (SDR-11) | Metre | 200 | 4,535.1 | 9,07,020 |
| 97 | 25 mm nominal dia Pipes | Metre | 39 | 408.55 | 15,933.45 |
| 98 | 25 mm nominal dia Pipes | Metre | 33 | 626.05 | 20,659.65 |
| 99 | 15 mm dia nominal bore | Metre | 240 | 485.2 | 1,16,448 |
| 100 | 20 mm dia nominal bore | Metre | 240 | 541.1 | 1,29,864 |
| 101 | 40 mm dia nominal bore | Metre | 72 | 558.35 | 40,201.2 |
| 102 | 50 mm dia nominal bore | Metre | 620 | 654.2 | 4,05,604 |
| 103 | 80 mm dia nominal bore | Metre | 500 | 919.1 | 4,59,550 |
| 104 | 50 to 80 mm nominal bore | Each | 20 | 1,513.7 | 30,274 |
| 105 | 25 mm nominal bore | Each | 20 | 532.35 | 10,647 |
| 106 | 50 mm nominal bore | Each | 20 | 878.25 | 17,565 |
| 107 | 80 mm nominal bore | Each | 40 | 2,227.6 | 89,104 |
| 108 | Horizontal | Each | 5 | 3,134.8 | 15,674 |
| 109 | Vertical | Each | 5 | 3,536.15 | 17,680.75 |
| 110 | 150 mm diameter pipe | Each | 100 | 343.55 | 34,355 |
| 111 | Class II | Each | 10 | 6,661.8 | 66,618 |
| 112 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 25 | 17,577.9 | 4,39,447.5 |
| 113 | 80 mm nominal bore | Each | 80 | 1,061.25 | 84,900 |
| 114 | 25 mm nominal bore | Each | 40 | 789.95 | 31,598 |
| 115 | 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. | Litre | 20650 | 9.7 | 2,00,305 |
| 116 | 15 mm nominal bore | Each | 6 | 434.2 | 2,605.2 |
| 117 | 15 mm nominal bore | Each | 2 | 715.05 | 1,430.1 |
| 118 | 15 mm nominal bore | Each | 10 | 594.75 | 5,947.5 |
| 119 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 120 | 100 mm nominal dia | Each | 16 | 33.2 | 531.2 |
| 121 | 80 mm dia nominal bore | Each | 5 | 3,266.1 | 16,330.5 |
| 122 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 20 | 459.4 | 9,188 |
| 123 | 150 mm dia Ductile Iron Double Flanged | Metre | 1000 | 2,312.9 | 23,12,900 |
| 124 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 102 | 466.3 | 47,562.6 |
| 125 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 54 | 564.8 | 30,499.2 |
| 126 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 13 | 1,019.8 | 13,257.4 |
| 127 | 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 @ 0.488 kg/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 than 10 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 | 182 | 585.55 | 1,06,570.1 |
| Schedule total | ₹5,45,29,596.66 | ||||
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PCECircularNo88.pdf
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07.08.23ACS4.pdf
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Offloading Part-S-of Work
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BidsecurityAnnexure-VIA.pdf
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LETTEROFCREDITASMODEOFPAYMENT062018.pdf
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FormatforAnnualcontractualturnoverAnnexure-VIB.pdf
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GCC2022CorrectionSlipNo8.pdf
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GCCAPRIL2022.pdf
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AnnexureVasperACS4dt07.08.2023.pdf
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ACS6GCC2022.pdf
ATTACHMENT
ACS2dt13Dec22.pdf
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ACS3dt26APR23.pdf
ATTACHMENT
LetterNo.2017-CE-I-CT-9date31May2023.pdf
ATTACHMENT
GCC2022CorrectionSlipNo11.pdf
ATTACHMENT
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GCC2022CorrectionSlipNo10.pdf
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ATTACHMENT
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