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Tender Value
₹4.4 Cr
EMD Value
₹8.9 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
Capital (Works)
WA SECTION
20 conditions · 4 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 submit a valid Electrical Contractor's License issued by a Government authority along with the offer, failing which the offer shall not be considered technically suitable. The license must be in the name of the agency/person supervising and executing the electrical work.
72 conditions · 7 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.
CPWD DSR-2023 (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.
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%
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-2023 (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)
Ratlam - Execution of various works in divisional railway hospita (Civil+Electrical Composite work). (1) Ratlam - Divisional Railway hospital Extension of OPD medicine store , officer ward , renovation in OT, canteen, toilet, lab, injection room etc. (2) Ratlam - Providing samiti kaksh in divisional railway hospital at
RTM-2026-27-58
RTM-2026-27-58
Open
Works - General
9 Months
Ratlam, Madhya Pradesh
₹0
₹8.9 L
31 Jul 2026
7 Jul 2026
17 Jul 2026
145 items across 3 schedules · ₹27,64,358.48 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2782 | 177.5 | 4,93,805 |
| 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 | 494 | 196 | 96,824 |
| 3 | All kinds of soil | cum | 350 | 126.8 | 44,380 |
| 4 | 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 | 342 | 7,294.7 | 24,94,787.4 |
| 5 | Foundations, footings, bases for columns | Sqm | 374 | 392.15 | 1,46,664.1 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1079 | 392.15 | 4,23,129.85 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 648 | 927.25 | 6,00,858 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1444 | 736.4 | 10,63,361.6 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1487 | 961.3 | 14,29,453.1 |
| 10 | Under 20 cm wide | Metre | 240 | 208.55 | 50,052 |
| 11 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 58350 | 107.85 | 62,93,047.5 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 34210 | 107.85 | 36,89,548.5 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 641 | 9,504.75 | 60,92,544.75 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 365 | 9,860.4 | 35,99,046 |
| 15 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 320 | 733.5 | 2,34,720 |
| 16 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 59 | 6,295.15 | 3,71,413.85 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 552 | 9,105.95 | 50,26,484.4 |
| 18 | Area of slab upto 0.50 sqm | Sqm | 120 | 5,413.5 | 6,49,620 |
| 19 | Area of slab over 0.50 sqm | Sqm | 126.89 | 5,136.3 | 6,51,745.11 |
| 20 | 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 | 353 | 1,267.95 | 4,47,586.35 |
| 21 | Second class teak wood | cum | 5 | 1,42,949.7 | 7,14,748.5 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 3,167.95 | 47,519.25 |
| 23 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 2,172.1 | 1,08,605 |
| 24 | On one side only | Sqm | 100 | 478 | 47,800 |
| 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 | 30 | 462.35 | 13,870.5 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1250 | 238.35 | 2,97,937.5 |
| 27 | 300x16 mm | Each | 20 | 216.55 | 4,331 |
| 28 | 250x10 mm | Each | 20 | 83.9 | 1,678 |
| 29 | 125 mm | Each | 20 | 39.95 | 799 |
| 30 | 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 | 20 | 492.7 | 9,854 |
| 31 | 30 mm thick pre laminated PVC door shutters | Sqm | 20 | 3,663.8 | 73,276 |
| 32 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame's vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. | Metre | 25 | 696 | 17,400 |
| 33 | Marine plywood conforming to IS: 710 | Sqm | 264 | 2,486.25 | 6,56,370 |
| 34 | 1.0 mm thick | Sqm | 324 | 897.3 | 2,90,725.2 |
| 35 | 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 | 50 | 133.7 | 6,685 |
| 36 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 20 | 11,439.6 | 2,28,792 |
| 37 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 14 | 3,653.2 | 51,144.8 |
| 38 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 640 | 172.6 | 1,10,464 |
| 39 | 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 | 1303 | 772.4 | 10,06,437.2 |
| 40 | 25 mm thick | Sqm | 80 | 1,948.25 | 1,55,860 |
| 41 | Size of Tile 600x600 mm | Sqm | 85 | 1,553.45 | 1,32,043.25 |
| 42 | Size of Tile 800x800 mm | Sqm | 448 | 1,885.5 | 8,44,704 |
| 43 | Size of Tile 1000x1000 mm | Sqm | 292 | 2,089.65 | 6,10,177.8 |
| 44 | 110 mm diameter | Metre | 80 | 377.4 | 30,192 |
| 45 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 46 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 47 | 110 mm | Each | 10 | 371.3 | 3,713 |
| 48 | GI Metal Ceiling Clip in plain Bevelled edge global white color tiles of size 600x600 and 0.5 mm thick with 25 mm height, 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 | 400 | 2,221.7 | 8,88,680 |
| 49 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 5720 | 518.55 | 29,66,106 |
| 50 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3225 | 262.7 | 8,47,207.5 |
| 51 | 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 | 800 | 181.25 | 1,45,000 |
| 52 | 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 |
| 53 | Two coats | Sqm | 5468 | 137.45 | 7,51,576.6 |
| 54 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 165 | 2,434.25 | 4,01,651.25 |
| 55 | 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 | 20 | 3,551.25 | 71,025 |
| 56 | In cement mortar | cum | 15 | 2,060.2 | 30,903 |
| 57 | Of area 3 sq. metres and below | Each | 10 | 367.2 | 3,672 |
| 58 | Of area beyond 3 sq. metres | Each | 10 | 502.75 | 5,027.5 |
| 59 | R.S. Joists | Kg | 2000 | 3.4 | 6,800 |
| 60 | Channels, angles, tees and flats | Kg | 3000 | 2.3 | 6,900 |
| 61 | For thickness of tiles 10 mm to 25 mm | Sqm | 100 | 73.4 | 7,340 |
| 62 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 100 | 266.45 | 26,645 |
| 63 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 200 | 54.65 | 10,930 |
| 64 | 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 | 1025 | 263.95 | 2,70,548.75 |
| 65 | Moorum | cum | 752 | 768.25 | 5,77,724 |
| 66 | Cement concrete prepared with batch mixing machine | cum | 552 | 10,529.35 | 58,12,201.2 |
| 67 | 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 | 550 | 972 | 5,34,600 |
| 68 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 300 | 2,017.6 | 6,05,280 |
| 69 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 6,767.4 | 20,302.2 |
| 70 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 71 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 3 | 9,612.4 | 28,837.2 |
| 72 | 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 |
| 73 | 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 |
| 74 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 2 | 14,999.15 | 29,998.3 |
| 75 | 20 mm nominal dia Pipes | Metre | 40 | 335 | 13,400 |
| 76 | 25 mm nominal dia Pipes | Metre | 40 | 401.55 | 16,062 |
| 77 | 50 mm nominal dia Pipes | Metre | 40 | 934.15 | 37,366 |
| 78 | 20 mm dia nominal bore | Metre | 70 | 437.3 | 30,611 |
| 79 | 25 mm dia nominal bore | Metre | 70 | 551.7 | 38,619 |
| 80 | 15 mm dia nominal bore | Metre | 70 | 580.45 | 40,631.5 |
| 81 | 20 mm dia nominal bore | Metre | 70 | 635.2 | 44,464 |
| 82 | 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 | 7000 | 11 | 77,000 |
| 83 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 125.6 | 1,256 |
| 84 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 118.5 | 1,185 |
| 85 | 100 mm nominal dia | Each | 24 | 37.6 | 902.4 |
| 86 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 495.05 | 49,505 |
| 87 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 100 | 598.6 | 59,860 |
| 88 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 45 | 1,176.8 | 52,956 |
| 89 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 8 | 5,325.9 | 42,607.2 |
| 90 | 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 | 900 | 688.9 | 6,20,010 |
| 91 | Providing & fixing in position Phenol bonded Bamboo wood wall cladding at all height with planks of sizes 10 mm thick, minimum 1800 mm length and minimum 100 mm wide, in approved colour, texture and finish, having Performance Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion Council (BMTPC), with necessary profiled edges fixed with 40 mm SS screws 5 nos in each tile to frame work made of second class teak wood of size 20x15 mm in centre of each tile and bottom and top of work height, 40x15mm placed at ends of each tile. The cladding shall be laid over backlayment of 1.00 mm thick expanded polyethylene foam of density 40 kg/cum in two layers, first layer on wall surface before fixing wooden frame and second layer on frame under cladding. The bamboo wood planks shall have minimum density of 1000 Kg/cum & minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of the Engineer in-charge. | Sqm | 580 | 6,283.85 | 36,44,633 |
| 92 | With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles | Sqm | 402 | 2,630.4 | 10,57,420.8 |
| 93 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | Sqm | 550 | 3,117.6 | 17,14,680 |
| 94 | Frame size 50 x 100 mm | Metre | 20 | 947.7 | 18,954 |
| 95 | 30 mm thick | Sqm | 20 | 4,346.7 | 86,934 |
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TS800DvHospitalOPDSamitiKaksh.pdf
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specialconditionofcement.pdf
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manufacturerletter.pdf
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JPO-CivilElectrical.pdf
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hospitalworkspecialcondition.pdf
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ACS5GCC2022.pdf
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07.08.23ACS4.pdf
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07.08.23LAUNCHEMB.pdf
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BidCapacity-AnnexureVI.pdf
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Offloading Part-S-of Work
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AnnexureVasperACS4dt07.08.2023.pdf
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AnnexureVA.pdf
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ACS6GCC2022.pdf
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ACS2dt13Dec22.pdf
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ACS1GCCAPR2022.pdf
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ACS3dt26APR23.pdf
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LETTEROFCREDITASMODEOFPAYMENT062018.pdf
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TERMINATIONCONTRACT.pdf
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LetterNo.2017-CE-I-CT-9date31May2023.pdf
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GCC2022CorrectionSlipNo11.pdf
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GCC2022CorrectionSlipNo9.pdf
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GCC2022CorrectionSlipNo7.pdf
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PBGPerformaforTenderdocument30Aug2025.pdf
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GCC2022CorrectionSlipNo10.pdf
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GCC2022CorrectionSlipNo8.pdf
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