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Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
21 Sept 2026, 11:30 am
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
WORKS
18 conditions · 3 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less, where V= Advertised value of the tender in crores of Rupees, N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-I, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Detailed instructions as per clause 2.3 of tender document.
Definition of similar nature of work: Any civil engineering work.
Detailed instructions as per clause 2.3 of tender document.
47 conditions · 8 needing a document upload
Tenderers are compulsorily required to upload certificate as per Annexure - M & M (A) as the case may be, as stipulated in 2.2.6 of "General Tender Conditions and instruction to tenderers" without which the offer will be considered incomplete and will be rejected summarily (Ref: RB Letter No. 2022/CE-I/CT/GCC Correspondence dated 14-05-2024)
The tenderers must necessarily upload/submit the legal documents, pertaining to the constitution of their Concern as applicable, along with the tender, as enumerate in clause 2.4 of general tender condition and instruction to tenderers of tender document.
Tenderer shall certify that they are not black listed or debarred by Railways or any other Ministry/ Department/PSU (Public Sector undertaking) of the Govt. of India/State Govt. from participation in tender/contract on the date of opening of bid either in their individual capacity or as a member of the JV firm in which they were/are members.
Tenderer must compulsorily upload ANNEXURE-Q regarding Employment/Partnership etc. of Retired Railway Employees without which tender will be summarily rejected. Note: This Annexure-Q is to be given by each member of JV.
Tenderer should Submit bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code as per Annexure-J (Real Time Gross Saving (RTGS)/National Electronic Fund Transfer (NEFT) (Model Mandate Form)) of tender document
The tenderer confirms the option of taking payment through LC arrangement. The tenderer affirms having read over and agreed to the terms and conditions of the LC option.
Requisite Bid Security: (A) ONLINE mode - CASH - No Documentary Proof required (B) ONLINE MODE - BG - BG Scanned copy to be uploaded with Tender Documents. Note for (B):- The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids)
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.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which tenderer shall have no claim on Railway.
The tenderer s shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, nature of soil/rock, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the conditions obtaining at site and FURNISH A CERTIFICATE TO THIS EFFECT, in the Proforma appended as Annexure-C of Tender Document.
Tenderers are compulsorily required to fill up/submit requisite details in prescribed Performa of Annexure C to G,I,J, and Annexure-L as per tender document without which the offer may be considered as incomplete and be liable to be rejected.
The tenderer s may note that the Railway reserves its right to either accept or reject any Bid/s without assigning any reasons whatsoever and tenderer s shall have no claim s on this account.
The tenderers shall quote the rates of one single % age "Above/Below/At par" on the total amount comprising basic value of DSR - 2021 plus escalation (Schedule "A" & "B"), and one single % age "Above / Below / At par" over entire schedule of Non schedule Items (Schedule "C") in the attached Schedule of Items, Rates and Quantities. Every possible fluctuation, in the rate of labour, material and general commodities, and other possibilities of each and every kind which may affect the rates, should be considered and kept in view before quoting the rates and no claim on this account shall be entertained by the Railway under any circumstances except the price escalation payable as per price variation clause, if any, provided separately in the tender documents.
TAXES
The contractor shall be governed by the Taxes applicable at the place of actual execution of work as per clause 23.0 of General Tender Conditions and instruction to tenderers
If on verification of credentials, at the evaluation stage, it is found that the tenderer has submitted forged/fake documents in support of his offer, his Earnest Money Deposit shall be forfeited besides banning of business for a period of upto five year.
If the tenderer is deliberately gives wrong information/ credentials/documents in his/their tenders and thereby creates circumstances for acceptance of his/their tender, railway reserves the right to terminate the contract at any stage, besides, banning of business for a period of upto five year.
The contractors operations and proceedings in connection with the works shall at all times be conducted during the continuance of contract in accordance with the laws, ordinance, rules and regulations for the time being in force and the contractor shall further observe and comply with the bye-laws and regulations of the Govt. of India, State Govt. and of Municipal other authorities having jurisdiction in connection with the works or site over operations such as these are carried out by the contractor/s and shall give all notice required by such bye-laws and regulations. The Hospital and medical regulations in force for the time being shall also be complied with by the contractor/s and his workmen.
The contractor shall be responsible for the observance of the rules and regulations under the mines act and mineral rules and Indian Metallurgical rules and regulations of State/Central Govt. concerned as amended from time to time.
Contractor shall at all times keep the railway administration indemnified against all penalties that may be imposed by the Govt. of India or State Govt. for infringements or any of the clauses of the mines act and rules made there under in respect of quarries from which the ballast for these works is procured
Care for submission of offer
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/Integrated Goods and Services Tax Act, 2017(IGST)/Union Territory Goods and Services Tax Act, 2017(UTGST)- respective state's State Goods and Services Tax Act (SGST) also, as notified by Central-State Govt & as amended from time to time and applicable taxes before bidding. Tenderer's will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately after the award of contract, without which no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
As per Income Tax Act, Tax will be deducted for sums paid for carrying out the work under this contract. In case of supply contract for ballast, deduction of 2% (Two percent) Income tax will be made for the sums paid for labour portion only (i.e., loading, unloading, stacking, measurement and laying etc.). 1% labour cess shall be deducted from each RA bill to be deposited with concerned labour Commissioner/State Govt.
Repair and maintenance of residential and service buildings, store, construction and repair of roads and other allied works at Chandigarh.
2-W-C-294-CDG-I~NR
2-W-C-294-CDG-I
Open
Works - General
12 Months
Chandigarh, Chandigarh
₹0
₹3.3 L
31 Aug 2026
31 Aug 2026
7 Sept 2026
230 items across 3 schedules · ₹29,90,146 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 150 | 205.45 | 30,817.5 |
| 2 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). | Metre | 150 | 127 | 19,050 |
| 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 | 3000 | 368.65 | 11,05,950 |
| 4 | 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 | 6000 | 14.5 | 87,000 |
| 5 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 3000 | 7.4 | 22,200 |
| 6 | Beyond 30 cm girth upto and including 60 cm girth | Each | 2 | 439.25 | 878.5 |
| 7 | Beyond 60 cm girth upto and including 120 cm girth | Each | 2 | 1,957.15 | 3,914.3 |
| 8 | Beyond 120 cm girth upto and including 240 cm girth | Each | 1 | 9,084.05 | 9,084.05 |
| 9 | Chlorpyriphos emulsifiable concentrate of 20% | Litre | 20 | 200.9 | 4,018 |
| 10 | With Chlorpyriphos E.C. 20% with 1% concentration | Metre | 150 | 44.7 | 6,705 |
| 11 | Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same. | Metre | 400 | 257.55 | 1,03,020 |
| 12 | 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 | 82 | 6,326.05 | 5,18,736.1 |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 50 | 669.55 | 33,477.5 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 40 | 766.55 | 30,662 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 60 | 608.35 | 36,501 |
| 16 | Under 20 cm wide | Metre | 100 | 181.9 | 18,190 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 750 | 89.65 | 67,237.5 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1000 | 89.65 | 89,650 |
| 19 | 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 | 150 | 253.05 | 37,957.5 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 15 | 8,683.8 | 1,30,257 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 20 | 10,477.75 | 2,09,555 |
| 22 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 30 | 5,549.95 | 1,66,498.5 |
| 23 | With Modular bricks | cum | 50 | 7,814.65 | 3,90,732.5 |
| 24 | 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 | 300 | 1,063.45 | 3,19,035 |
| 25 | Sal wood | cum | 2.5 | 1,06,720.85 | 2,66,802.13 |
| 26 | 35 mm thick shutters | Sqm | 90 | 2,511.95 | 2,26,075.5 |
| 27 | 30 mm thick shutters | Sqm | 100 | 2,333.5 | 2,33,350 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 70 | 3,086.1 | 2,16,027 |
| 29 | 20 mm dia (heavy type) | Metre | 120 | 152.65 | 18,318 |
| 30 | Fixed to steel windows by welding | Kg | 1000 | 181 | 1,81,000 |
| 31 | With 2nd class teak wood beading 62X19 mm | Sqm | 100 | 1,164.9 | 1,16,490 |
| 32 | 125x65x2.12 mm | Each | 200 | 48 | 9,600 |
| 33 | 100x58x1.90 mm | Each | 200 | 39.05 | 7,810 |
| 34 | 300x16 mm | Each | 200 | 180.55 | 36,110 |
| 35 | 250x10 mm | Each | 200 | 74.65 | 14,930 |
| 36 | 125 mm | Each | 200 | 35.2 | 7,040 |
| 37 | 100 mm | Each | 200 | 28.25 | 5,650 |
| 38 | 250x10 mm | Each | 202 | 374.35 | 75,618.7 |
| 39 | 150x10 mm | Each | 203 | 232.3 | 47,156.9 |
| 40 | 50 mm | Each | 50 | 306.4 | 15,320 |
| 41 | 65 mm | Each | 51 | 313.05 | 15,965.55 |
| 42 | 125 mm | Each | 50 | 205.1 | 10,255 |
| 43 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 100 | 109.6 | 10,960 |
| 44 | 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 | 50 | 856.3 | 42,815 |
| 45 | Providing and fixing chromium plated 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 | 20 | 817.5 | 16,350 |
| 46 | 300x16 mm | Each | 50 | 260.3 | 13,015 |
| 47 | Triple strip vertical type | Each | 51 | 44.85 | 2,287.35 |
| 48 | 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 | 22 | 4,901.5 | 1,07,833 |
| 49 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (+/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 75 | 462.25 | 34,668.75 |
| 50 | Non decorative finish (matt finish) | Sqm | 25 | 3,467.2 | 86,680 |
| 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 | 2000 | 111.95 | 2,23,900 |
| 52 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 25 | 4,781.15 | 1,19,528.75 |
| 53 | Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Kg | 400 | 114.65 | 45,860 |
| 54 | Electric resistance or induction butt welded tubes | Kg | 1200 | 140.85 | 1,69,020 |
| 55 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 5 | 185.2 | 926 |
| 56 | Welding by gas or electric plant including transportation of plant at site etc. complete. | cm | 100 | 3.4 | 340 |
| 57 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 800 | 142.3 | 1,13,840 |
| 58 | 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 | 100 | 612.25 | 61,225 |
| 59 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 300 | 545 | 1,63,500 |
| 60 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 35 | 7,958.65 | 2,78,552.75 |
| 61 | Ordinary cement without any pigment | Sqm | 70 | 928.5 | 64,995 |
| 62 | Second class teak wood | Sqm | 80 | 4,187.95 | 3,35,036 |
| 63 | 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 | 300 | 935.6 | 2,80,680 |
| 64 | 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 | 140 | 1,142.8 | 1,59,992 |
| 65 | Size of Tile 600 x 600 mm | Sqm | 250 | 1,286.6 | 3,21,650 |
| 66 | Size of Tile 600 x 1200 mm | Sqm | 100 | 1,612.75 | 1,61,275 |
| 67 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 68 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 60 | 671.55 | 40,293 |
| 69 | Ridges plain (500 - 600mm) | Metre | 10 | 450.6 | 4,506 |
| 70 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 294.85 | 1,47,425 |
| 71 | 1:6 (1 cement: 6 fine sand) | Sqm | 350 | 282 | 98,700 |
| 72 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3500 | 214.3 | 7,50,050 |
| 73 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 800 | 162.55 | 1,30,040 |
| 74 | 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 | 2000 | 158.95 | 3,17,900 |
| 75 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 700 | 144.9 | 1,01,430 |
| 76 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 500 | 140.05 | 70,025 |
| 77 | Two or more coats on new work | Sqm | 300 | 131.45 | 39,435 |
| 78 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 5000 | 5.05 | 25,250 |
| 79 | 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 | 15000 | 20.85 | 3,12,750 |
| 80 | One or more coats on old work | Sqm | 7500 | 50.6 | 3,79,500 |
| 81 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 7500 | 63.25 | 4,74,375 |
| 82 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 7500 | 108.6 | 8,14,500 |
| 83 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 500 | 462.3 | 2,31,150 |
| 84 | Door chowkhats | Each | 10 | 1,505.3 | 15,053 |
| 85 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 20 | 941.95 | 18,839 |
| 86 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 40 | 1,351.15 | 54,046 |
| 87 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 40 | 1,055.2 | 42,208 |
| 88 | Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge. | Sqm | 250 | 577.9 | 1,44,475 |
| 89 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 40000 | 0.4 | 16,000 |
| 90 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. | Sqm | 300 | 71.3 | 21,390 |
| 91 | Orissa pattern W.C Pan of size 580x440 mm | Each | 5 | 3,850.65 | 19,253.25 |
| 92 | 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 | 7 | 243.1 | 1,701.7 |
| 93 | In cement mortar | cum | 10 | 1,698.45 | 16,984.5 |
| 94 | Of area beyond 3 sq. metres | Each | 10 | 414.55 | 4,145.5 |
| 95 | bituminous road | Sqm | 65 | 353.65 | 22,987.25 |
| 96 | 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 | 600 | 45.05 | 27,030 |
| 97 | 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 | 100 | 219.35 | 21,935 |
| 98 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc. complete. | Sqm | 1600 | 137.85 | 2,20,560 |
| 99 | Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887) | Sqm | 1600 | 107.45 | 1,71,920 |
| 100 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 20 | 7,399.2 | 1,47,984 |
| 101 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer- in-charge. | Each | 30 | 175.5 | 5,265 |
| 102 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 150 | 303.65 | 45,547.5 |
| 103 | Overhead informatory road signage | Sqm | 20 | 5,609.55 | 1,12,191 |
| 104 | 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 | 623.8 | 31,190 |
| 105 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer- in-charge. | Sqm | 135 | 529.8 | 71,523 |
| 106 | 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 | 650 | 951 | 6,18,150 |
| 107 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 38 | 8,613.55 | 3,27,314.9 |
| 108 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 8 | 5,781.35 | 46,250.8 |
| 109 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 5,540.55 | 44,324.4 |
| 110 | Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern | Each | 4 | 17,784.35 | 71,137.4 |
| 111 | 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 | 12 | 3,459.05 | 41,508.6 |
| 112 | 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 | 15 | 1,404 | 21,060 |
| 113 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 12 | 1,500.05 | 18,000.6 |
| 114 | 510x1040 mm bowl depth 250 mm | Each | 5 | 6,008.45 | 30,042.25 |
| 115 | 610x460 mm bowl depth 200 mm | Each | 5 | 3,337.85 | 16,689.25 |
| 116 | Orissa pattern W.C. pan of size 580x440 mm | Each | 5 | 2,758.2 | 13,791 |
| 117 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 5 | 2,403.65 | 12,018.25 |
| 118 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 15 | 299.35 | 4,490.25 |
| 119 | 10 litre capacity - White | Each | 10 | 1,023.05 | 10,230.5 |
| 120 | White solid plastic seat with lid | Each | 10 | 586.55 | 5,865.5 |
| 121 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 10 | 6,119.15 | 61,191.5 |
| 122 | 32 mm dia | Each | 15 | 104.35 | 1,565.25 |
| 123 | Rectangular shape 453x357 mm | Each | 10 | 1,158.95 | 11,589.5 |
| 124 | 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 | 10 | 942.15 | 9,421.5 |
| 125 | C.P. brass | Each | 12 | 680.8 | 8,169.6 |
| 126 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 6 | 149.95 | 899.7 |
| 127 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 2 | 13,036.55 | 26,073.1 |
| 128 | 20 mm nominal dia Pipes | Metre | 130 | 275.25 | 35,782.5 |
| 129 | 25 mm nominal dia Pipes | Metre | 40 | 370.65 | 14,826 |
| 130 | 32 mm nominal dia Pipes | Metre | 40 | 435.05 | 17,402 |
| 131 | 20 mm dia nominal bore | Metre | 60 | 373.35 | 22,401 |
| 132 | 40 mm dia nominal bore | Metre | 120 | 558.35 | 67,002 |
| 133 | 15 mm nominal bore | Each | 15 | 348.85 | 5,232.75 |
| 134 | 15 mm nominal bore | Each | 25 | 85.2 | 2,130 |
| 135 | 150 mm diameter | Each | 20 | 190.1 | 3,802 |
| 136 | 25 mm nominal bore | Each | 50 | 369.35 | 18,467.5 |
| 137 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Litre | 10000 | 9.7 | 97,000 |
| 138 | 15 mm nominal bore | Each | 15 | 715.05 | 10,725.75 |
| 139 | 15mm nominal bore | Each | 20 | 500.35 | 10,007 |
| 140 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 80 | 61.7 | 4,936 |
| 141 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 35 | 109.85 | 3,844.75 |
| 142 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 25 | 161.55 | 4,038.75 |
| 143 | 15 mm nominal bore with 45 cm length | Each | 25 | 107.9 | 2,697.5 |
| 144 | With common burnt clay F.P.S. (non modular) bricks | Each | 25 | 362.4 | 9,060 |
| 145 | 150 mm dia. R.C.C. pipe | Metre | 50 | 493.1 | 24,655 |
| 146 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 350 | 466.3 | 1,63,205 |
| 147 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 564.8 | 56,480 |
| 148 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 40 | 1,325.55 | 53,022 |
| 149 | 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 | 40 | 674.6 | 26,984 |
| 150 | Powder coated minimum thickness 50 micron aluminium | Each | 10 | 89.6 | 896 |
| 151 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 10 | 4,540.7 | 45,407 |
| 152 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. | Kg | 50 | 332.4 | 16,620 |
| 153 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in- Charge. | Sqm | 450 | 474.15 | 2,13,367.5 |
| 154 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | Sqm | 40 | 2,748.85 | 1,09,954 |
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