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Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
3 Sept 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
NORTH
14 conditions · 2 needing a document upload
Financial Eligibility Criteria as per Clause 10.2 of Part-I of IRSGCC-2022 and ACS No.1 dt 14.07.22: 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-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.
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 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. 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. 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 :- C-2: Any Civil Engineering Works (excluding Track works/Zonal works).
17 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.
The tenderers in their bids shall indicate the details of their Jurisdictional Assessing Officers (Designation, address & email id). In case of a contract award, a copy of the LOA/Purchase Order shall be immediately forwarded by Purchaser/Executive to the Jurisdictional Assessing Officer mentioned in the Tenderer's bid. (GST).
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. Note: Please read carefully (Provision of Para 14 of GCC) the document required to be uploaded here.
Any other information / Certificates / General Power of Attorney required as per Tender for Partnership Firms, Company:The tenderer whether sole proprietor / a company or a partnership firm / registered society/registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding Article of Association /Board resolution, failing which tender shall be summarily rejected. Note: Please read carefully (Provision of Para 15 of GCC) the document required to be uploaded here.
Tender value is including escalation of (-)15% (minus Fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates
The original BG (in lieu of Bid Security) should be delivered in person or through post/courier so as to reach the official nominated (i.e.OS/Tenders/Engg/GNT Division) as indicated in the tender document before closing date for submission of bids. (i.e., excluding the last date of submission of Bids).
AII the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General instructions / Undertakings 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 documents and strictly adhere to the instructions and directions given therein.
Development of New Guntur Railway Station.
03-DRM-W-GNT-Tid-09~SCOR
03-DRM-W-GNT-Tid-09
Open
Works - General
12 Months
Guntur, Andhra Pradesh
₹0
₹8.8 L
3 Sept 2026
7 Aug 2026
20 Aug 2026
180 items across 5 schedules · ₹5,11,65,091.45 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1360 | 177.5 | 2,41,400 |
| 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 | 210 | 196 | 41,160 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 525 | 700.5 | 3,67,762.5 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 173 | 2,123.75 | 3,67,408.75 |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 4000 | 17.6 | 70,400 |
| 6 | 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 | 145 | 8,340.85 | 12,09,423.25 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 57 | 7,878.5 | 4,49,074.5 |
| 8 | 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 | 530 | 7,178.75 | 38,04,737.5 |
| 9 | 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 | 570 | 495.75 | 2,82,577.5 |
| 10 | 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 of 50 kg cement used | 185 | 18.15 | 3,357.75 |
| 11 | 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 | 9,045.75 | 2,08,052.25 |
| 12 | 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 | 10,852.95 | 1,95,353.1 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 470 | 392.15 | 1,84,310.5 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 490 | 927.25 | 4,54,352.5 |
| 15 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 440 | 736.4 | 3,24,016 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 340 | 961.3 | 3,26,842 |
| 17 | Stairs, (excluding landings) except spiral- staircases | Sqm | 12 | 764.95 | 9,179.4 |
| 18 | Under 20 cm wide | Metre | 152 | 208.55 | 31,699.6 |
| 19 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 350 | 384.3 | 1,34,505 |
| 20 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 10 | 10,585.9 | 1,05,859 |
| 21 | 40 mm thick | Sqm | 3 | 1,706.55 | 5,119.65 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 135 | 9,655.7 | 13,03,519.5 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 150 | 10,011.35 | 15,01,702.5 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 43 | 733.5 | 31,540.5 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 83 | 7,132.25 | 5,91,976.75 |
| 26 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 500 | 1,123.8 | 5,61,900 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 281 | 9,095.05 | 25,55,709.05 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 36 | 7,311.25 | 2,63,205 |
| 29 | Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand) | cum | 24 | 10,128.1 | 2,43,074.4 |
| 30 | Granite work | Metre | 280 | 510.95 | 1,43,066 |
| 31 | Each | 4 | 978.7 | 3,914.8 | |
| 32 | 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 | 240 | 1,267.95 | 3,04,308 |
| 33 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 160 | 5,015.05 | 8,02,408 |
| 34 | Second class teak wood | cum | 1 | 1,42,949.7 | 1,42,949.7 |
| 35 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 60 | 2,600.45 | 1,56,027 |
| 36 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm | 36 | 1,800.45 | 64,816.2 |
| 37 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1000 | 238.35 | 2,38,350 |
| 38 | 125x65x2.12 mm | Each | 32 | 53 | 1,696 |
| 39 | 100x58x1.90 mm | Each | 40 | 45 | 1,800 |
| 40 | 125x70x4 mm (ordinary type) | Each | 72 | 185.15 | 13,330.8 |
| 41 | 250x10 mm | Each | 16 | 441.6 | 7,065.6 |
| 42 | 150x10 mm | Each | 20 | 287.25 | 5,745 |
| 43 | 300x16x5 mm | Each | 8 | 322.2 | 2,577.6 |
| 44 | 250x16x5 mm | Each | 10 | 308 | 3,080 |
| 45 | 125 mm | Each | 32 | 256.65 | 8,212.8 |
| 46 | 100 mm | Each | 20 | 234.7 | 4,694 |
| 47 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 36 | 121.65 | 4,379.4 |
| 48 | Second class teak wood | Sqm | 18 | 4,692.1 | 84,457.8 |
| 49 | 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 | 36 | 10,993.55 | 3,95,767.8 |
| 50 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 11 | 8,247.25 | 90,719.75 |
| 51 | Using R2 series with frame (39mm & above ) x (39mm & above). (Height upto 1.2 meter) | Sqm | 11 | 8,054.75 | 88,602.25 |
| 52 | Using R3 series with frame (55mm & above ) x (45mm & above). (Height upto 2.5 meter) | Sqm | 14 | 7,080.05 | 99,120.7 |
| 53 | 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 | 2000 | 772.4 | 15,44,800 |
| 54 | 4.0 mm thick glass panes | Sqm | 22 | 1,064.65 | 23,422.3 |
| 55 | 5.5 mm thick glass panes | Sqm | 36 | 1,390.15 | 50,045.4 |
| 56 | Light shade pigment using white cement | Sqm | 360 | 1,402 | 5,04,720 |
| 57 | Dark shade pigment using ordinary cement | Sqm | 540 | 1,119.5 | 6,04,530 |
| 58 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 36 | 1,330 | 47,880 |
| 59 | Size of Tile 600x600 mm | Sqm | 260 | 1,553.45 | 4,03,897 |
| 60 | Size of Tile 600x600 mm | Sqm | 20 | 1,623.05 | 32,461 |
| 61 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: | Sqm | 30 | 3,891.15 | 1,16,734.5 |
| 62 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 65 | 3,186.7 | 2,07,135.5 |
| 63 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 550 | 4,481.3 | 24,64,715 |
| 64 | 75 mm diameter | Metre | 100 | 248.8 | 24,880 |
| 65 | 110 mm diameter | Metre | 170 | 377.4 | 64,158 |
| 66 | 75x75x75 mm | Each | 20 | 164.2 | 3,284 |
| 67 | 110x110x110 mm | Each | 20 | 234.15 | 4,683 |
| 68 | 75 mm bend | Each | 20 | 105.9 | 2,118 |
| 69 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 70 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 340 | 1,355.8 | 4,60,972 |
| 71 | 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 | 250 | 738.65 | 1,84,662.5 |
| 72 | 1:4 (1 cement: 4 fine sand) | Sqm | 490 | 347.05 | 1,70,054.5 |
| 73 | 1:4 (1 cement: 4 fine sand) | Sqm | 2430 | 399.45 | 9,70,663.5 |
| 74 | 1:4 (1 cement: 4 fine sand) | Sqm | 470 | 471.35 | 2,21,534.5 |
| 75 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2700 | 262.7 | 7,09,290 |
| 76 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 300 | 116.9 | 35,070 |
| 77 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 3400 | 160.6 | 5,46,040 |
| 78 | Two or more coats on new work | Sqm | 500 | 155.9 | 77,950 |
| 79 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete | Each | 15 | 271.45 | 4,071.75 |
| 80 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 180 | 2,434.25 | 4,38,165 |
| 81 | 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 | 30 | 3,551.25 | 1,06,537.5 |
| 82 | In cement mortar | cum | 70 | 2,060.2 | 1,44,214 |
| 83 | 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 | 1000 | 5.65 | 5,650 |
| 84 | For thickness of tiles 10 mm to 25 mm | Sqm | 260 | 73.4 | 19,084 |
| 85 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 610 | 266.45 | 1,62,534.5 |
| 86 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 2400 | 48.2 | 1,15,680 |
| 87 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | Sqm | 2400 | 744.15 | 17,85,960 |
| 88 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 2400 | 88.55 | 2,12,520 |
| 89 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer- in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 3800 | 5.3 | 20,140 |
| 90 | New work (Two or more coats) | Sqm | 240 | 288.9 | 69,336 |
| 91 | Overhead informatory road signage | Sqm | 40 | 5,879.9 | 2,35,196 |
| 92 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 50 | 747.8 | 37,390 |
| 93 | 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 | 180 | 972 | 1,74,960 |
| 94 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer- in-charge. (The panel shuttering work shall be paid for separately). | cum | 700 | 9,823.8 | 68,76,660 |
| 95 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | Sqm | 1500 | 7 | 10,500 |
| 96 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. | cum | 360 | 2,914.3 | 10,49,148 |
| 97 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 8,006.6 | 80,066 |
| 98 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 6,258.75 | 31,293.75 |
| 99 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 5 | 12,071.75 | 60,358.75 |
| 100 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,648.85 | 26,488.5 |
| 101 | White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm C.P. brass pillar tap | Each | 10 | 2,226.35 | 22,263.5 |
| 102 | 610x510 mm bowl depth 200 mm | Each | 1 | 4,940.8 | 4,940.8 |
| 103 | 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 | 10 | 6,940.75 | 69,407.5 |
| 104 | 32 mm dia | Each | 20 | 103.9 | 2,078 |
| 105 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 15 | 53.25 | 798.75 |
| 106 | Rectangular shape 453x357 mm | Each | 20 | 1,361.8 | 27,236 |
| 107 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 10 | 1,151.9 | 11,519 |
| 108 | Sand cast iron S&S as per IS: 3989 | Each | 20 | 1,996.5 | 39,930 |
| 109 | 25 mm nominal dia Pipes | Metre | 100 | 401.55 | 40,155 |
| 110 | 32 mm nominal dia Pipes | Metre | 100 | 518.75 | 51,875 |
| 111 | 50 mm nominal dia Pipes | Metre | 100 | 934.15 | 93,415 |
| 112 | 20 mm nominal dia Pipes | Metre | 100 | 537.6 | 53,760 |
| 113 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 114 | 50 mm nominal dia Pipes | Metre | 1000 | 794.25 | 7,94,250 |
| 115 | 50 mm dia nominal bore | Metre | 50 | 762.15 | 38,107.5 |
| 116 | 50 to 80 mm nominal bore | Each | 5 | 1,785.35 | 8,926.75 |
| 117 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 118 | 15 mm nominal bore | Each | 50 | 353.25 | 17,662.5 |
| 119 | 100 mm diameter | Each | 10 | 193.95 | 1,939.5 |
| 120 | 150 mm diameter | Each | 10 | 222.35 | 2,223.5 |
| 121 | 80 mm dia nominal bore | Each | 5 | 3,627.65 | 18,138.25 |
| 122 | 100 mm dia nominal bore | Each | 5 | 5,468.35 | 27,341.75 |
| 123 | 150 mm diameter S.W. pipe | Metre | 50 | 1,179.85 | 58,992.5 |
| 124 | Rectangular shape 600x450 mm internal dimensions | Each | 30 | 1,437.65 | 43,129.5 |
| 125 | Square shape 450 mm internal dimensions | Each | 30 | 1,155.45 | 34,663.5 |
| 126 | 300 mm dia piles | Metre | 300 | 3,065.6 | 9,19,680 |
| 127 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 530.9 | 1,06,180 |
| 128 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 30 | 634.45 | 19,033.5 |
| 129 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 25 | 1,115.4 | 27,885 |
| 130 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 20 | 1,176.8 | 23,536 |
| 131 | Providing and fixing powder coated aluminium work (minimum thickness of powder coating 50 micron) consisting of tee/ angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-charge (level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately). | Kg | 260 | 817.15 | 2,12,459 |
| 132 | 300 mm dia | Metre | 50 | 707.75 | 35,387.5 |
| 133 | 150 mm nominal size dia | Metre | 25 | 793.25 | 19,831.25 |
| 134 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 30 | 1,399.95 | 41,998.5 |
| 135 | Frame size 45 x 85 mm | Metre | 45 | 926.35 | 41,685.75 |
| 136 | Frame size 65 x 100 mm | Metre | 42 | 1,111.3 | 46,674.6 |
| 137 | 30 mm thick | Sqm | 40 | 4,764.2 | 1,90,568 |
| Schedule total | ₹4,28,98,432 | ||||
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SpecialConditionsofworks2026.pdf
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RevisedApprovedlistofBrandsandMakes2026withallenclosures.pdf
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DesignMixOnsitelabandTestingofMaterials-Comp.pdf
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SiteRecordstobemaintainedport3.pdf
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ScopeofWork.pdf
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09-MasterDocument01WorksGCC2022withACS11.pdf
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09-MasterDocument02worksGCC2022withACS11-Final.pdf
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GCC_April-2022_2022ACS1to11-Merged-compressed1.pdf
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