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Tender Value
₹3.7 Cr
EMD Value
₹3.3 L
Closing Date
2 Feb 2026, 3:30 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.
Technical Eligibility Criteria: (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.
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.
ADEN/HQ-III/JP sub division :- Construction of multi-storeyed I00 bed barrack with all facilities i.e. officer room mess, Dining Hall, store gym,recreation roomincluding road at RPF line barrack No-2 at Jaipur.
ENGG-JP-2025-26-146~NWR
ENGG-JP-2025-26-146
Open
Works - General
18 Months
Jaipur, Rajasthan
₹0
₹3.3 L
2 Feb 2026
8 Jan 2026
19 Jan 2026
134 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 150 | 411.3 | 61,695 |
| 2 | All kinds of soil | cum | 400 | 205.45 | 82,180 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 200 | 253.95 | 50,790 |
| 4 | 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 | 5 | 7,783.65 | 38,918.25 |
| 5 | 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 | 20 | 7,365.15 | 1,47,303 |
| 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 | 20 | 6,326.05 | 1,26,521 |
| 7 | cum | 25 | 10,719.3 | 2,67,982.5 | |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1500 | 307.95 | 4,61,925 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 800 | 804.25 | 6,43,400 |
| 10 | Under 20 cm wide | Metre | 500 | 181.9 | 90,950 |
| 11 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 1200 | 853.75 | 10,24,500 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick | Sqm | 1100 | 699.45 | 7,69,395 |
| 13 | 50 mm thick | Sqm | 150 | 1,580.9 | 2,37,135 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12000 | 89.65 | 10,75,800 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 29000 | 89.65 | 25,99,850 |
| 16 | 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 | 250 | 253.05 | 63,262.5 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 700 | 8,683.8 | 60,78,660 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1100 | 10,306.2 | 1,13,36,820 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 6,658.25 | 6,65,825 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 350 | 8,288.35 | 29,00,922.5 |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 250 | 1,018.05 | 2,54,512.5 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 6,653.45 | 9,98,017.5 |
| 23 | Red sand stone | cum | 10 | 72,090.35 | 7,20,903.5 |
| 24 | Area of slab upto 0.50 sqm | Sqm | 70 | 4,679.35 | 3,27,554.5 |
| 25 | Area of slab over 0.50 sqm | Sqm | 80 | 4,425.35 | 3,54,028 |
| 26 | Granite work | Metre | 150 | 418.85 | 62,827.5 |
| 27 | Metre | 50 | 475.55 | 23,777.5 | |
| 28 | Each | 10 | 808.15 | 8,081.5 | |
| 29 | Granite of any colour and shade | Sqm | 100 | 3,105.5 | 3,10,550 |
| 30 | Granite Stone of approved shade | Sqm | 15 | 3,542.85 | 53,142.75 |
| 31 | 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 | 150 | 1,063.45 | 1,59,517.5 |
| 32 | Second class teak wood | cum | 1 | 1,31,576.95 | 1,31,576.95 |
| 33 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 2,818.5 | 42,277.5 |
| 34 | 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 | 15 | 401.4 | 6,021 |
| 35 | Second class teak wood | Sqm | 19.4 | 3,863.65 | 74,954.81 |
| 36 | 25 mm dia | Metre | 100 | 482.3 | 48,230 |
| 37 | 250x16 mm | Each | 30 | 165.9 | 4,977 |
| 38 | 200x10 mm | Each | 15 | 61.05 | 915.75 |
| 39 | 150x10 mm | Each | 15 | 53.05 | 795.75 |
| 40 | 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 oxized as per IS: 1378) | Each | 25 | 108.65 | 2,716.25 |
| 41 | 100 mm | Each | 60 | 28.25 | 1,695 |
| 42 | 75 mm | Each | 30 | 24.25 | 727.5 |
| 43 | 150x10 mm | Each | 15 | 232.3 | 3,484.5 |
| 44 | 250x16x5 mm | Each | 15 | 259.8 | 3,897 |
| 45 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 10 | 723.8 | 7,238 |
| 46 | 125 mm | Each | 10 | 205.1 | 2,051 |
| 47 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 15 | 1,025.65 | 15,384.75 |
| 48 | 50x50 mm (base and height) | Metre | 50 | 310.4 | 15,520 |
| 49 | 30 mm thick pre laminated PVC door shutters | Sqm | 15 | 2,455.1 | 36,826.5 |
| 50 | Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings . The FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746, duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather & sunlight (Only plan area of chajjas shall be measured for making payment). | Sqm | 44.5 | 4,901.5 | 2,18,116.75 |
| 51 | 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 | 5000 | 111.95 | 5,59,750 |
| 52 | Hot finished welded type tubes | Kg | 2500 | 154.9 | 3,87,250 |
| 53 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1840 | 142.3 | 2,61,832 |
| 54 | 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, i/c 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 | 250 | 612.25 | 1,53,062.5 |
| 55 | Galvanised M.S. Wire gauge with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 25 | 732.2 | 18,305 |
| 56 | 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 | 250 | 103.7 | 25,925 |
| 57 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 35 | 545 | 19,075 |
| 58 | 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 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm 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 | 20 | 928.65 | 18,573 |
| 59 | Light shade pigment using white cement | Sqm | 150 | 1,233.05 | 1,84,957.5 |
| 60 | 25 mm thick | Sqm | 80 | 1,706.6 | 1,36,528 |
| 61 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 300 | 2,038.55 | 6,11,565 |
| 62 | 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 | 80 | 1,142.8 | 91,424 |
| 63 | In 75x75 mm deep chase | Metre | 400 | 260.2 | 1,04,080 |
| 64 | 110 mm diameter | Metre | 250 | 319.75 | 79,937.5 |
| 65 | 110 mm | Each | 18 | 119.95 | 2,159.1 |
| 66 | 110x110x110 mm | Each | 10 | 205.45 | 2,054.5 |
| 67 | 110x110x110 mm | Each | 10 | 190.75 | 1,907.5 |
| 68 | 110 mm bend | Each | 25 | 132 | 3,300 |
| 69 | 110 mm Shoe | Each | 50 | 115.95 | 5,797.5 |
| 70 | 110 mm | Each | 100 | 309.5 | 30,950 |
| 71 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 500 | 47.9 | 23,950 |
| 72 | 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 0.16mm thick fire retardant PVC film on the face side and 12micron 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 | 700 | 1,948.95 | 13,64,265 |
| 73 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall strictly as per manufacturer's specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge | Sqm | 500 | 309.55 | 1,54,775 |
| 74 | 1:4 (1 cement: 4 coarse sand) | Sqm | 100 | 307.25 | 30,725 |
| 75 | 1:6 (1 cement: 6 coarse sand) | Sqm | 800 | 294.35 | 2,35,480 |
| 76 | 1:4 (1 cement: 4 coarse sand) | Sqm | 150 | 354.5 | 53,175 |
| 77 | 1:6 (1 cement: 6 coarse sand) | Sqm | 350 | 339.1 | 1,18,685 |
| 78 | 1:3 (1 cement : 3 fine sand) | Sqm | 500 | 253.05 | 1,26,525 |
| 79 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2500 | 162.55 | 4,06,375 |
| 80 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 1500 | 166.85 | 2,50,275 |
| 81 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 150 | 61.45 | 9,217.5 |
| 82 | On concrete work | Sqm | 250 | 198.4 | 49,600 |
| 83 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 1000 | 191.4 | 1,91,400 |
| 84 | 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 | 2500 | 123.85 | 3,09,625 |
| 85 | One or more coats on old work | Sqm | 800 | 86.55 | 69,240 |
| 86 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 50 | 478 | 23,900 |
| 87 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | Sqm | 100 | 285 | 28,500 |
| 88 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 25 | 2,007.1 | 50,177.5 |
| 89 | 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 | 150 | 2,928.1 | 4,39,215 |
| 90 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 25 | 947.1 | 23,677.5 |
| 91 | In cement mortar | cum | 50 | 1,698.45 | 84,922.5 |
| 92 | In cement mortar | cum | 50 | 2,027.1 | 1,01,355 |
| 93 | Of area 3 sq. metres and below | Each | 20 | 302.7 | 6,054 |
| 94 | Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern | Each | 10 | 15,115.4 | 1,51,154 |
| 95 | 610x510 mm bowl depth 200 mm | Each | 5 | 4,274.4 | 21,372 |
| 96 | Size 600x450x200 mm | Each | 10 | 5,610.85 | 56,108.5 |
| 97 | White glazed fire clay draining board of size 600x450x 25 mm | Each | 6 | 1,351.65 | 8,109.9 |
| 98 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 4 | 3,389.35 | 13,557.4 |
| 99 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 25 | 1,411.15 | 35,278.75 |
| 100 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 20 | 942.15 | 18,843 |
| 101 | 20 mm nominal dia Pipes | Metre | 250 | 513.75 | 1,28,437.5 |
| 102 | 25 mm nominal dia Pipes | Metre | 200 | 626.05 | 1,25,210 |
| 103 | 15 mm dia nominal bore | Metre | 150 | 304.15 | 45,622.5 |
| 104 | 25 mm dia nominal bore | Metre | 50 | 491.2 | 24,560 |
| 105 | 25 to 40 mm nominal bore | Each | 25 | 757.1 | 18,927.5 |
| 106 | 100 mm diameter | Each | 25 | 166.35 | 4,158.75 |
| 107 | 15 mm nominal bore | Each | 25 | 262.3 | 6,557.5 |
| 108 | 25 mm nominal bore | Each | 10 | 369.35 | 3,693.5 |
| 109 | 15 mm nominal bore | Each | 50 | 682.9 | 34,145 |
| 110 | 25 mm nominal bore | Each | 20 | 789.95 | 15,799 |
| 111 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in- charge. | Each | 150 | 61.7 | 9,255 |
| 112 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 5 | 169.7 | 848.5 |
| 113 | Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) including disposal of malba. | Metre | 24 | 198.4 | 4,761.6 |
| 114 | 100 mm diameter | Metre | 150 | 375.75 | 56,362.5 |
| 115 | 150 mm diameter | Metre | 100 | 591.4 | 59,140 |
| 116 | 100 mm diameter S.W. pipe | Metre | 45 | 895.5 | 40,297.5 |
| 117 | 150 mm diameter S.W. pipe | Metre | 80 | 1,095.15 | 87,612 |
| 118 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 25 | 2,453.55 | 61,338.75 |
| 119 | Rectangular shape 600x450 mm internal dimensions | Each | 25 | 1,255.25 | 31,381.25 |
| 120 | For pipes 100 to 250 mm diameter | Each | 40 | 683.7 | 27,348 |
| 121 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 28,029.15 | 2,80,291.5 |
| 122 | 100 mm dia | Each | 300 | 378.45 | 1,13,535 |
| 123 | 150 mm dia | Each | 500 | 513.15 | 2,56,575 |
| 124 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 433.95 | 21,697.5 |
| 125 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 150 | 531.8 | 79,770 |
| 126 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 564.8 | 84,720 |
| 127 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 80 | 965.1 | 77,208 |
| 128 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 100 | 951.05 | 95,105 |
| 129 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 50 | 1,325.55 | 66,277.5 |
| 130 | Upto 5mm depth and 5 mm width | Metre | 100 | 85.25 | 8,525 |
| 131 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 800 | 560.85 | 4,48,680 |
| 132 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 100 | 516.6 | 51,660 |
| 133 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 10 | 7,510.75 | 75,107.5 |
| 134 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 10 | 13,378.15 | 1,33,781.5 |
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