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Tender Value
₹8.4 Cr
EMD Value
₹16.9 L
Closing Date
8 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DRM WA
15 conditions · 4 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: for b (i) separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (ii)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.
(b) (iii) 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 either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contract or through subcontractor fulfilling the requirements as per clause 7 of 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 in tender documents by way of Special Conditions, a formal agreement duly notarised, 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 fulfill 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% value of work to be subletted, in last 5 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: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. 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.
Similar Nature of work: - Any Civil Engineering work which includes building work.
2 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 items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
I/ We have visited the works site and I / We am / are aware of the site conditions.
1. JP TRD - Augmentation of TRD Depot at Rewari Station of Jaipur Division. 2. Provision of new office for SSE/electric and SSE/W/RE at Rewari. 3. Repairs to various service building at Rewari such as TRD office, SSEn/USFD office CHI office S&T office train lighting office
ENGG-JP-2026-27-24
ENGG-JP-2026-27-24
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹16.9 L
8 May 2026
16 Apr 2026
24 Apr 2026
191 items across 1 schedule · ₹7,98,24,428.93 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 420 | 177.5 | 74,550 |
| 2 | All kinds of soil. | cum | 208 | 260.3 | 54,142.4 |
| 3 | 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 | 155 | 196 | 30,380 |
| 4 | 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 | 45 | 7,878.5 | 3,54,532.5 |
| 5 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 10 | 7,780.3 | 77,803 |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 225 | 6,812 | 15,32,700 |
| 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 | 4.8 | 10,357.55 | 49,716.24 |
| 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 | 4.8 | 9,895.2 | 47,496.96 |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 3.5 | 410.85 | 1,437.98 |
| 10 | 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 | 300 | 495.75 | 1,48,725 |
| 11 | 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 | 20 | 18.15 | 363 |
| 12 | Making plinth protection 50 mm thick of cement concrete 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) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 90 | 749.3 | 67,437 |
| 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 | 6 | 10,852.95 | 65,117.7 |
| 14 | cum | 6 | 11,505.5 | 69,033 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 322 | 392.15 | 1,26,272.3 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 350 | 842.5 | 2,94,875 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 50 | 927.25 | 46,362.5 |
| 18 | Shelves (Cast in situ) | Sqm | 35 | 927.25 | 32,453.75 |
| 19 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 200 | 736.4 | 1,47,280 |
| 20 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 250 | 961.3 | 2,40,325 |
| 21 | Stairs, (excluding landings) except spiral- staircases | Sqm | 100 | 764.95 | 76,495 |
| 22 | Under 20 cm wide | Metre | 150 | 208.55 | 31,282.5 |
| 23 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 700 | 1,028.4 | 7,19,880 |
| 24 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | 50 | 841.95 | 42,097.5 |
| 25 | 40 mm thick | Sqm | 2 | 1,706.55 | 3,413.1 |
| 26 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 27000 | 107.85 | 29,11,950 |
| 27 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 50000 | 107.85 | 53,92,500 |
| 28 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | 90 | 300.45 | 27,040.5 |
| 29 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | 200 | 78.4 | 15,680 |
| 30 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 130 | 9,504.75 | 12,35,617.5 |
| 31 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 170 | 9,860.4 | 16,76,268 |
| 32 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 7,370.65 | 3,68,532.5 |
| 33 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 7,132.25 | 2,85,290 |
| 34 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 100 | 9,344.35 | 9,34,435 |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 140 | 9,105.95 | 12,74,833 |
| 36 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 270 | 1,123.8 | 3,03,426 |
| 37 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 75 | 8,333.65 | 6,25,023.75 |
| 38 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 220 | 7,311.25 | 16,08,475 |
| 39 | Red sand stone | cum | 5.3 | 93,741.1 | 4,96,827.83 |
| 40 | Area of slab upto 0.50 sqm | Sqm | 28 | 5,413.5 | 1,51,578 |
| 41 | Area of slab over 0.50 sqm | Sqm | 130 | 5,136.3 | 6,67,719 |
| 42 | Granite work | Metre | 30 | 510.95 | 15,328.5 |
| 43 | Metre | 10 | 568.55 | 5,685.5 | |
| 44 | Each | 10 | 978.7 | 9,787 | |
| 45 | Granite of any colour and shade | Sqm | 200 | 3,617.55 | 7,23,510 |
| 46 | 50 mm long | Each | 10 | 29.75 | 297.5 |
| 47 | 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 | 750 | 1,267.95 | 9,50,962.5 |
| 48 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 119 | 2,172.1 | 2,58,479.9 |
| 49 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 50 | 2,093.7 | 1,04,685 |
| 50 | 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 | 119 | 462.35 | 55,019.65 |
| 51 | Second class teak wood | Sqm | 12 | 4,326.8 | 51,921.6 |
| 52 | Kiln seasoned selected class of sheesham wood | Sqm | 35 | 4,111.7 | 1,43,909.5 |
| 53 | 25 mm dia | Metre | 60 | 525.55 | 31,533 |
| 54 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1800 | 238.35 | 4,29,030 |
| 55 | With 2nd class teak wood beading 62X19 mm | Sqm | 52 | 1,308.35 | 68,034.2 |
| 56 | Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with necessary screws bolts, nut and washers etc. complete (Copper oxidised as per IS 1378). | Each | 30 | 122.15 | 3,664.5 |
| 57 | 150x10 mm | Each | 30 | 287.25 | 8,617.5 |
| 58 | 250x16x5 mm | Each | 15 | 308 | 4,620 |
| 59 | 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 | 12 | 854.65 | 10,255.8 |
| 60 | 125 mm | Each | 50 | 256.65 | 12,832.5 |
| 61 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 10 | 983.15 | 9,831.5 |
| 62 | 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 | 70 | 492.7 | 34,489 |
| 63 | 30 mm thick plain PVC door shutters | Sqm | 20 | 3,182.95 | 63,659 |
| 64 | 30 mm thick pre laminated PVC door shutters | Sqm | 18 | 3,663.8 | 65,948.4 |
| 65 | 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 | 120 | 696 | 83,520 |
| 66 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Decorative type. | Sqm | 20 | 4,138.35 | 82,767 |
| 67 | 1.0 mm thick | Sqm | 210 | 897.3 | 1,88,433 |
| 68 | 100mm | Each | 30 | 90.45 | 2,713.5 |
| 69 | 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 | 15000 | 117.35 | 17,60,250 |
| 70 | 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 | 25200 | 133.7 | 33,69,240 |
| 71 | Hot finished welded type tubes | Kg | 14500 | 194.4 | 28,18,800 |
| 72 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 300 | 97.2 | 29,160 |
| 73 | Providing and fixing bolts including nuts and washers complete. | Kg | 100 | 159.35 | 15,935 |
| 74 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2500 | 172.6 | 4,31,500 |
| 75 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. | Kg | 300 | 130.5 | 39,150 |
| 76 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 50 | 1,056.15 | 52,807.5 |
| 77 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 90 | 8,595.15 | 7,73,563.5 |
| 78 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 480 | 83.85 | 40,248 |
| 79 | Ordinary cement without any pigment | Sqm | 5400 | 1,386.8 | 74,88,720 |
| 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 | 2000 | 1,096.55 | 21,93,100 |
| 81 | 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 | 30 | 1,330 | 39,900 |
| 82 | 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 all colours, shades, except 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 pigments etc., complete. | Sqm | 50 | 1,439.4 | 71,970 |
| 83 | Size of Tile 600x600 mm | Sqm | 1904 | 1,553.45 | 29,57,768.8 |
| 84 | Size of Tile 600x600 mm | Sqm | 400 | 1,623.05 | 6,49,220 |
| 85 | Size of Tile 600x600 mm | Sqm | 200 | 1,893.9 | 3,78,780 |
| 86 | Size of Tile 600x600 mm | Sqm | 100 | 1,725.35 | 1,72,535 |
| 87 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 123 | 4,481.3 | 5,51,199.9 |
| 88 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 100 | 1,863.9 | 1,86,390 |
| 89 | In 75x75 mm deep chase | Metre | 2900 | 305.15 | 8,84,935 |
| 90 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 72 | 298.25 | 21,474 |
| 91 | 110 mm diameter | Metre | 736 | 377.4 | 2,77,766.4 |
| 92 | 110 mm | Each | 180 | 136.15 | 24,507 |
| 93 | 110 mm | Each | 58 | 127.6 | 7,400.8 |
| 94 | 110x110x110 mm | Each | 70 | 234.15 | 16,390.5 |
| 95 | 110x110x110 mm | Each | 70 | 221.35 | 15,494.5 |
| 96 | 75 mm bend | Each | 5 | 105.9 | 529.5 |
| 97 | 110 mm bend | Each | 79 | 150.35 | 11,877.65 |
| 98 | 110 mm Shoe | Each | 130 | 131.85 | 17,140.5 |
| 99 | 110 mm | Each | 576 | 371.3 | 2,13,868.8 |
| 100 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 60 | 1,401.35 | 84,081 |
| 101 | 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 | 1900 | 738.65 | 14,03,435 |
| 102 | Ridges plain (500 - 600mm) | Metre | 60 | 532.35 | 31,941 |
| 103 | Flashings/ Aprons.( Upto 600 mm) | Metre | 20 | 485.6 | 9,712 |
| 104 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 160 | 2,215.15 | 3,54,424 |
| 105 | 1:4 (1 cement: 4 fine sand) | Sqm | 350 | 347.05 | 1,21,467.5 |
| 106 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1000 | 357.35 | 3,57,350 |
| 107 | 1:6 (1 cement: 6 coarse sand) | Sqm | 280 | 343.65 | 96,222 |
| 108 | 1:6 (1 cement: 6 coarse sand) | Sqm | 950 | 395.35 | 3,75,582.5 |
| 109 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1240 | 466.05 | 5,77,902 |
| 110 | Raised and cut pointing | Sqm | 125 | 701.05 | 87,631.25 |
| 111 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 90 | 53.3 | 4,797 |
| 112 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 800 | 185.65 | 1,48,520 |
| 113 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1500 | 116.9 | 1,75,350 |
| 114 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 2500 | 171.1 | 4,27,750 |
| 115 | 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 | 1500 | 193.7 | 2,90,550 |
| 116 | Two or more coats on new work | Sqm | 2500 | 155.9 | 3,89,750 |
| 117 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 3000 | 226.25 | 6,78,750 |
| 118 | Two or more coats on new work | Sqm | 2000 | 146.8 | 2,93,600 |
| 119 | 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 | 4500 | 156.05 | 7,02,225 |
| 120 | Old work (one or more coats) | Sqm | 5800 | 62.7 | 3,63,660 |
| 121 | 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. | Sqm | 50 | 269.15 | 13,457.5 |
| 122 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 4600 | 25.15 | 1,15,690 |
| 123 | One or more coats on old work | Sqm | 470 | 102.8 | 48,316 |
| 124 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 4000 | 112.9 | 4,51,600 |
| 125 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 2000 | 120.75 | 2,41,500 |
| 126 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 540 | 547.4 | 2,95,596 |
| 127 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 130 | 560.5 | 72,865 |
| 128 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | Sqm | 1600 | 72.45 | 1,15,920 |
| 129 | With F.P.S. brick tiles | Sqm | 1600 | 137.7 | 2,20,320 |
| 130 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 36 | 433.75 | 15,615 |
| 131 | Orissa pattern W.C Pan of size 580x440 mm | Each | 6 | 4,478.75 | 26,872.5 |
| 132 | Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. | Each | 144 | 288.1 | 41,486.4 |
| 133 | Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-Charge. | Sqm | 100 | 3.45 | 345 |
| 134 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer- in-Charge.(a) Internal Work- Exposed on wall | Metre | 316 | 3.25 | 1,027 |
| 135 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | Each | 6 | 429.1 | 2,574.6 |
| 136 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge. | cum | 100 | 851.5 | 85,150 |
| 137 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 476 | 2,434.25 | 11,58,703 |
| 138 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 36 | 1,503.6 | 54,129.6 |
| 139 | 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 | 200 | 3,551.25 | 7,10,250 |
| 140 | In lime mortar | cum | 100 | 851.5 | 85,150 |
| 141 | In cement mortar | cum | 106 | 2,060.2 | 2,18,381.2 |
| 142 | In lime mortar | cum | 148 | 1,158.1 | 1,71,398.8 |
| 143 | In cement mortar | cum | 148 | 2,458.95 | 3,63,924.6 |
| 144 | Of area 3 sq. metres and below | Each | 30 | 367.2 | 11,016 |
| 145 | Of area 3 sq. metres and below | Each | 12 | 143.5 | 1,722 |
| 146 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 2000 | 3.85 | 7,700 |
| 147 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 73.4 | 14,680 |
| 148 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 150 | 266.45 | 39,967.5 |
| 149 | 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 | 2950 | 54.65 | 1,61,217.5 |
| 150 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. | cum | 13.4 | 420.8 | 5,638.72 |
| 151 | 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 | 1040 | 263.95 | 2,74,508 |
| 152 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 700 | 218.9 | 1,53,230 |
| 153 | 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 | 600 | 5.3 | 3,180 |
| 154 | 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 | 120 | 747.8 | 89,736 |
| 155 | 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 | 300 | 9,823.8 | 29,47,140 |
| 156 | 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 | 140 | 2,914.3 | 4,08,002 |
| 157 | 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 |
| 158 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 18 | 6,515.55 | 1,17,279.9 |
| 159 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 12 | 2,301.75 | 27,621 |
| 160 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 9 | 1,879.2 | 16,912.8 |
| 161 | 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 | 10 | 3,960.55 | 39,605.5 |
| 162 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 2 | 1,550.6 | 3,101.2 |
| 163 | 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 | 21 | 349.15 | 7,332.15 |
| 164 | Rectangular shape 453x357 mm | Each | 9 | 1,361.8 | 12,256.2 |
| 165 | Sand Cast Iron S&S as per IS: 1729 | Each | 12 | 1,683.55 | 20,202.6 |
| 166 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 2 | 175.4 | 350.8 |
| 167 | 15 mm nominal dia Pipes | Metre | 80 | 286.8 | 22,944 |
| 168 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 169 | 25 mm nominal dia Pipes | Metre | 235 | 401.55 | 94,364.25 |
| 170 | 20 mm nominal dia Pipes | Metre | 260 | 537.6 | 1,39,776 |
| 171 | 15 mm nominal dia Pipes | Metre | 200 | 244.7 | 48,940 |
| 172 | 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 | 12000 | 11 | 1,32,000 |
| 173 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 125.6 | 2,512 |
| 174 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 5 | 257.6 | 1,288 |
| 175 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 24 | 156.9 | 3,765.6 |
| 176 | 15 mm nominal bore with 45 cm length | Each | 18 | 121.9 | 2,194.2 |
| 177 | With common burnt clay F.P.S. (non modular) bricks | Each | 20 | 416.8 | 8,336 |
| 178 | 100 mm diameter | Metre | 100 | 443.6 | 44,360 |
| 179 | 150 mm diameter | Metre | 75 | 695.8 | 52,185 |
| 180 | 100 mm diameter S.W. pipe | Metre | 100 | 964.75 | 96,475 |
| 181 | 150 mm diameter S.W. pipe | Metre | 75 | 1,179.85 | 88,488.75 |
| 182 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 26,861.9 | 53,723.8 |
| 183 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 400 | 530.9 | 2,12,360 |
| 184 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 400 | 634.45 | 2,53,780 |
| 185 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 56 | 1,115.4 | 62,462.4 |
| 186 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 20 | 1,505.25 | 30,105 |
| 187 | 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 | 5600 | 688.9 | 38,57,840 |
| 188 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 740 | 8,042.3 | 59,51,302 |
| 189 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 100 | 15,155.6 | 15,15,560 |
| 190 | 25 mm average thickness | Sqm | 60 | 126.75 | 7,605 |
| 191 | Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make | Sqm | 60 | 285.2 | 17,112 |
| Schedule total | ₹7,98,24,428.93 | ||||
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