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Tender Value
₹13.2 Cr
EMD Value
₹8.1 L
Closing Date
16 Dec 2025, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WORK 2
15 conditions · 4 needing a document upload
As a proof of sufficient financial capacity:- 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-D, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed as defined in 1.1 during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works costing not less than the amount equal to 40% of advertised value of the tender, or One similar work costing not less than the amount equal to 60% of advertised value of the tender. (Credential from private individuals for whom such works are executed/being executed should not be accepted).{Authentic copy of the documents should be uploaded by the tenderer(s) along with their offer to fulfill the eligibility criteria otherwise their offers will not be considered and summarily rejected}.
Steel Structure Works:- (Amount Rs 53709301.61) Similar nature work- "Fabrication/erection of Steel structure or Fabrication of Steel channel sleepers"
Civil works (other than Steel fabrication/erection):- Amount Rs 7,86,68,662.28 Similar Nature work:- "Building/Structure or Bridge work or Supply of building materials"
50 conditions · 7 needing a document upload
(A) The stamp duty payable in Bank Guarantee for Bid Security and Performance guarantee differs from state/Union of Territory to state/Union of Territory as per the provisions of stamp Duty Act applicable in that particular state/Union of Territory on the date of execution of Bank Guarantee. The value of Non-Judicial Stamp paper for execution of the BG to be submitted shall be higher of the following two values:- (a) Stamp value as applicable in state/Union Territory from where Stamp paper is purchased. (b) Stamp value as applicable in the state of Uttar Pradesh. Stamp Duty applicable in the state of Uttar Pradesh for submission of Bank Guarantee for Bid Security and Performance Guarantee is Rs. Five per thousand or part thereof, subjected to maximum value of Rs. Ten Thousand (Rs. 10,000/-). (B) Bid offer of tenderer who submits Bank Guarantee in lieu of Bid security in violation of Para (A) above will be summarily rejected.
Audited Balance Sheet duly certified by the Chartered Accountant regarding contractual payments received in the past.
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
Certificates and testimonials regarding contracting experience for the type of job for which tender is invited with list of works carried out in the past giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
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.
POA :- Regarding Power of Attorney, the conditions as per General Manager/Law/Gorakhpur's letter No. C/78/LO/Misc/HO/2024 dated 05.08.2024 attached herewith shall be applicable.
The earnest money deposited with the tender of successful tenderer will be retained as part of security deposit which will be 5 percent of the value of work awarded. The balance amount of security deposit will recovered on account bills of the work @ 6 percent till it reaches upto 5 percent of the value including earnest money.
For enactment of this Act, the tenderer shall be required to pay cess 1 of cost of construction work to be deducted from each bill. Cost of material shall be outside the purview of cess, when supplied under a separate schedule item Railway Boards No. 2008/ CE-1 CT/6 Dt. 09-07-2008
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The informations should only be submitted in these standard formats.
In addition to General condition of contract 2022 and Indian Railways Unified standard specification Works Materials Volume I II 2010, revised upto date, special condition attached shall also apply.
Sales tax/Business tax will be recovered as per extant instruction on the subject.
The successful tenderer will have to submit full security deposit as per GCC-2022 before execution of the agreement.
a) The successful bidder shall have to submit a Performance Guarantee (PG) within 21 (Twenty one) days from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 21 (Twenty one) days and upto 60 days from the date of issue of LOA may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 12% per annum shall be charged for the delay beyond 21(Twenty one) days, i.e. from 22nd day after the date of issue of LOA. Further, if the 60th day happens to be a declared holiday in the concerned office of the Railway, submission of PG can be accepted on the next working day. In all other cases, if the Contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract is liable to be terminated. In case contract is terminated railway shall be entitled to forfeit Earnest Money Deposit and other dues payable against that contract. In case a tenderer has not submitted Earnest Money Deposit on the strength of their registration as a Startup recognized by Department of Industrial Policy and Promotion (DIPP) under Ministry of Commerce and Industry, DIPP shall be informed to this effect. The failed Contractor shall be debarred from participating in re-tender for that work.
b) The successful bidder shall submit the Performance Guarantee PG in any of the following forms, amounting to 5 percent of the contract value: i A deposit of Cash ii Irrevocable Bank Guarantee iii Government Securities including State Loan Bonds at 5 percent below the market value i v Deposit Receipts, Pay Orders, Demand Drafts and Guarantee Bonds. These forms of Performance Guarantee could be either of the State Bank of India or of any of the Nationalized Banks v Guarantee Bonds executed or Deposits Receipts tendered by all Scheduled Banks v i A Deposit in the Post Office Saving Bank vii A Deposit in the National Savings Certificates viii Twelve years National Defence Certificates ix Ten years Defence Deposits x National Defence Bonds and xi Unit Trust Certificates at 5 percent below market value or at the face value whichever is less. Also, FDR in favour of FA & CAO/N. E. Railway free from any encumbrance may be accepted.
(1)Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs.2 Crores. Provided further that, in a contract where PVC is applicable, following shall be outside the purview of price adjustments (i.e. shall be excluded from the gross value of the work for the purpose of price variation) : (a) Materials supplied by Railway to the Contractors, either free or at fixed rate; (b) Any extra item(s) included in subsequent variation falling outside the purview of the Bill(s) of Quantities of tender, under clause 39. (1)(b) of these Standard General Conditions, unless applicability of PVC and 'Base Month' has been specially agreed, while fixing the rates of such extra item(s).(2) Price Variation Clause for Annual Maintenance Contract or Zonal Contract :- The price variation Clause of General Conditions of Contract shall not apply to a works contract which is either an Annual Maintenance Contract or a Zonal Contract as per Railway Boards letter No. 2013/CE/I/CT/O/10-PVC-Pt.I dated 27.01.2015 & 2017/Trans/01/Policy dated 08.02.2018.(3) Price Variation Clause shall be applicable accordingly attached document.
Bank Guarantees BGs to be submitted by suppliers/contractors should be sent directly to the concerned authorities by issuing Bank under registered Post A.D.
(1) Earnest Money Cost: -All the tenderers/Contractors have to deposit full earnest money as stipulated in the tender document through online modes as permitted in IREPS application. (2) Tender Document Cost: -All the tenderers/Contractors have to deposit tender document cost as stipulated in the tender document through online modes as permitted in IREPS application.
a- One qualified Graduate Engineer where the cost of the work to be executed is Rs.200 lakh and above. b- One qualified Diploma Holder Engineer where the cost of the work to be executed is more then Rs.25 lakh, but less then Rs.200 lakh. Technical staff should be available at site whenever required by the Engineer-in-charge to take instructions. In case the contractor fails to employ the qualified Engineer, he shall be liable to pay amount of Rs.40000 and Rs.25000 for each month or part thereof for the default period for the provisions, as contained in para a and b above respectively. The decision of the Engineer-incharge as to the period for which the required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted on this account shall be final and binding on the contractor.
Care in Submission of Tenders :
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 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 states State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt. and as amended from time to time and applicable taxes before bidding. Tenderers 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.
All documents related to Constitution of Firm by the Partnership Firm/ Joint venture/ Society/Companies/ MOU etc. duly notorized should be uploaded at the time of submission of bid.
The tenderer shall upload scanned copies of mandatory credentials such as experience certificates (Except Private Individual), turn over Certificates and any other documents as applicable.
Goods & Service Tax (GST) will be recovered as per extant instruction on the subject.
Development of Goods infrastructures as per handling of commodity at Khairabad Awadh station and Provision/Improvement of passenger amenities as per need of passengers at Sidhauli and Ataria stations in the jurisdiction of ADEN/STP, Lucknow division, NE Railway.
NER-LJN-2025-186~NER
NER-LJN-2025-186
Open
Works - General
12 Months
Lucknow, Uttar Pradesh
₹0
₹8.1 L
16 Dec 2025
24 Nov 2025
2 Dec 2025
129 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2150 | 205.45 | 4,41,717.5 |
| 2 | All kinds of soil. | cum | 1641.2 | 286.85 | 4,70,778.22 |
| 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 2172.12 | — | 253.95 | 5,51,609.87 |
| 4 | 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 | 3350 | 368.65 | 12,34,977.5 |
| 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 | 215 | 7,365.15 | 15,83,507.25 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 227.06 | 6,833.4 | 15,51,591.8 |
| 7 | 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 | 134.87 | 6,326.05 | 8,53,194.36 |
| 8 | 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 | 527.62 | 8,364.2 | 44,13,119.2 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2496.5 | 307.95 | 7,68,797.18 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 4407.5 | 669.55 | 29,51,041.63 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 100 | 766.55 | 76,655 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 830 | 608.35 | 5,04,930.5 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 828.76 | 804.25 | 6,66,530.23 |
| 14 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 780 | 319.25 | 2,49,015 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 145803.14 | — | 89.65 | 1,30,71,251.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 16930 | 89.65 | 15,17,774.5 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 877.5 | 8,825.35 | 77,44,244.63 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 217.05 | 10,477.75 | 22,74,195.64 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 6,658.25 | 9,98,737.5 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 869.42 | 8,512.1 | 74,00,589.98 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 8,288.35 | 4,97,301 |
| 22 | Area of slab over 0.50 sqm | Sqm | 45 | 4,425.35 | 1,99,140.75 |
| 23 | 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 | 100 | 1,063.45 | 1,06,345 |
| 24 | Sal wood | cum | .08 | 1,06,720.85 | 8,537.67 |
| 25 | 30 mm thick | Sqm | 12.5 | 4,065.5 | 50,818.75 |
| 26 | 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 | 189715 | 111.95 21238594.25 | — |
| 27 | Hot finished seamless type tubes | Kg | 167400 | 168.95 | 2,82,82,230 |
| 28 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 9220 | 88.5 | 8,15,970 |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 500 | 142.3 | 71,150 |
| 30 | 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 |
| 31 | 1:6 (1cement : 6 coarse sand) | Sqm | 500 | 898.2 | 4,49,100 |
| 32 | Light shade pigment using white cement | Sqm | 350 | 1,233.05 | 4,31,567.5 |
| 33 | 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 | 100 | 935.6 | 93,560 |
| 34 | Providing and fixing 1st quality ceramic glazed floor 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 | 50 | 938.5 | 46,925 |
| 35 | 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 | 100 | 1,225.1 | 1,22,510 |
| 36 | Size of Tile 600x600 mm | Sqm | 220 | 1,416.65 | 3,11,663 |
| 37 | 75 mm diameter | Metre | 40 | 213 | 8,520 |
| 38 | 110 mm diameter | Metre | 40 | 319.75 | 12,790 |
| 39 | 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 | 3290 | 671.55 | 22,09,399.5 |
| 40 | Ridges plain (500 - 600mm) | Metre | 1093 | 450.6 | 4,92,505.8 |
| 41 | Precoated/mill finish aluminium Gutter (600 mm over all girth) | Metre | 186 | 1,616 | 3,00,576 |
| 42 | 1:4 (1 cement: 4 fine sand) | Sqm | 8300 | 294.85 | 24,47,255 |
| 43 | 1:6 (1 cement: 6 fine sand) | Sqm | 850.8 | 282 | 2,39,925.6 |
| 44 | 12 mm cement plaster | Sqm | 450 | 386.55 | 1,73,947.5 |
| 45 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 500 | 214.3 | 1,07,150 |
| 46 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1600 | 162.55 | 2,60,080 |
| 47 | Water thinnable cement primer | Sqm | 1500 | 64.45 | 96,675 |
| 48 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 8580 | 97.6 | 8,37,408 |
| 49 | Two or more coats on new work | Sqm | 800 | 131.45 | 1,05,160 |
| 50 | Two or more coats on new work | Sqm | 1953 | 121.45 | 2,37,191.85 |
| 51 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 293 | 5.05 | 1,479.65 |
| 52 | 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 | 10080 | 123.85 | 12,48,408 |
| 53 | Two coats | Sqm | 330 | 116.05 | 38,296.5 |
| 54 | One or more coats on old work | Sqm | 950 | 90.85 | 86,307.5 |
| 55 | One or more coats on old work | Sqm | 800 | 86.55 | 69,240 |
| 56 | One or more coats on old work | Sqm | 500 | 79.4 | 39,700 |
| 57 | 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 | 2 | 357.55 | 715.1 |
| 58 | Orissa pattern W.C Pan of size 580x440 mm | Each | 4 | 3,850.65 | 15,402.6 |
| 59 | Dismantling W . C . Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in-Charge. | Each | 4 | 110.7 | 442.8 |
| 60 | 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 | 10 | 325.95 | 3,259.5 |
| 61 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 100 | 615 | 61,500 |
| 62 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 20 | 2,007.1 | 40,142 |
| 63 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 20 | 2,928.1 | 58,562 |
| 64 | In cement mortar | cum | 20 | 1,698.45 | 33,969 |
| 65 | 15 mm to 40 mm nominal bore | Metre | 20 | 124.1 | 2,482 |
| 66 | 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 | 300 | 45.05 | 13,515 |
| 67 | 90 mm to 45 mm size stone aggregate | cum | 315 | 1,937.6 | 6,10,344 |
| 68 | 53 mm to 22.4 mm size stone aggregate | cum | 315 | 1,837.25 | 5,78,733.75 |
| 69 | Stone screening 13.2 mm nominal size (Type A) | cum | 138.6 | 1,865 | 2,58,489 |
| 70 | Stone screening 11.2 mm nominal size (Type B) | cum | 69 | 2,065.7 | 1,42,533.3 |
| 71 | Moorum | cum | 75.6 | 888.3 | 67,155.48 |
| 72 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 630 | 865.8 | 5,45,454 |
| 73 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 450 | 179.5 | 80,775 |
| 74 | 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 | 28.12 | 7,399.2 | 2,08,065.5 |
| 75 | Cement concrete prepared with batch mixing machine | cum | 450 | 9,492.9 | 42,71,805 |
| 76 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 450 | 48.15 | 21,667.5 |
| 77 | New work (Two or more coats) | Sqm | 180 | 239.95 | 43,191 |
| 78 | 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 | 225 | 175.5 | 39,487.5 |
| 79 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 315 | 2,658.1 | 8,37,301.5 |
| 80 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in- Charge. | Metre | 50 | 2,827.4 | 1,41,370 |
| 81 | Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 50 | 1,250.75 | 62,537.5 |
| 82 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 810 | 1,011.2 | 8,19,072 |
| 83 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 390 | 2,617.15 | 10,20,688.5 |
| 84 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 5,781.35 | 23,125.4 |
| 85 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 5,540.55 | 5,540.55 |
| 86 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 3 | 5,268.85 | 15,806.55 |
| 87 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,040.85 | 4,081.7 |
| 88 | 32 mm dia | Each | 10 | 90.95 | 909.5 |
| 89 | 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 | 5 | 1,411.15 | 7,055.75 |
| 90 | C.P. brass | Each | 3 | 680.8 | 2,042.4 |
| 91 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 1480 | 1,018.05 | 15,06,714 |
| 92 | Sand cast iron S&S as per IS - 1729 | Each | 148 | 530.7 | 78,543.6 |
| 93 | Sand cast iron S&S as per IS - 1729 | Each | 148 | 412.95 | 61,116.6 |
| 94 | 100 mm | Each | 592 | 128.65 | 76,160.8 |
| 95 | 100 mm diameter pipe | Metre | 1480 | 69.55 | 1,02,934 |
| 96 | 15 mm nominal dia Pipes | Metre | 170 | 255.9 | 43,503 |
| 97 | 20 mm nominal dia Pipes | Metre | 170 | 325.1 | 55,267 |
| 98 | 25 mm nominal dia Pipes | Metre | 170 | 408.55 | 69,453.5 |
| 99 | 32 mm nominal dia Pipes | Metre | 170 | 500.95 | 85,161.5 |
| 100 | 15 mm dia nominal bore | Metre | 100 | 304.15 | 30,415 |
| 101 | 20 mm dia nominal bore | Metre | 100 | 373.35 | 37,335 |
| 102 | 25 mm dia nominal bore | Metre | 100 | 491.2 | 49,120 |
| 103 | 100 mm diameter | Each | 3 | 166.35 | 499.05 |
| 104 | Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and caps etc.(excluding cost of specials). | Quintal | 100 | 546 | 54,600 |
| 105 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 2 | 1,712.15 | 3,424.3 |
| 106 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 2 | 10,102.5 | 20,205 |
| 107 | Up to 6 metres depth | Metre | 6 | 618 | 3,708 |
| 108 | Beyond 6 m and up to 12 m depth | Metre | 6 | 730.95 | 4,385.7 |
| 109 | Beyond 12 m and up to 18 m depth | Metre | 50 | 847.35 | 42,367.5 |
| 110 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. | Metre | 62 | 813.25 | 50,421.5 |
| 111 | Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. | Metre | 3 | 499.8 | 1,499.4 |
| 112 | Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. | Each | 1 | 1,178.65 | 1,178.65 |
| 113 | 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 | 3000 | 9.7 | 29,100 |
| 114 | 15 mm nominal bore | Each | 20 | 594.75 | 11,895 |
| 115 | 15mm nominal bore | Each | 20 | 500.35 | 10,007 |
| 116 | 125 mm nominal dia with 25 mm waste hole | Each | 10 | 45.25 | 452.5 |
| 117 | 150 mm dia Ductile Iron Double Flanged | Metre | 20 | 2,312.9 | 46,258 |
| 118 | 450 mm dia RCC pipes. | Metre | 22.5 | 2,720 | 61,200 |
| 119 | Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of area respectively, second and fourth courses of roofing felt type 3 grade I conforming to IS : 1322 (Hessian based self finished bitumen felt) , sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per sqm including preparation of surface but excluding grading, complete. | Sqm | 350 | 675 | 2,36,250 |
| 120 | Cement mortar 1:4 (1cement : 4 coarse sand) | cum | 30 | 13,378.15 | 4,01,344.5 |
| 121 | 300 mm dia | Metre | 90 | 592.05 | 53,284.5 |
| 122 | 100 mm nominal size dia | Metre | 90 | 553.2 | 49,788 |
| 123 | 100 mm nominal size dia | Metre | 90 | 579.95 | 52,195.5 |
| 124 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 12 | 1,309 | 15,708 |
| 125 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge. | cum | 5 | 1,309 | 6,545 |
| 126 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 97.5 | 1,213.25 | 1,18,291.88 |
| 127 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 70 | 916.8 | 64,176 |
| 128 | 100 mm dia | Each | 1 | 189.65 | 189.65 |
| 129 | 100 mm clamp | Each | 1 | 1,522.5 | 1,522.5 |
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