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Tender Value
Refer Docs
EMD Value
₹19.4 L
Closing Date
29 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
42 conditions · 9 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Please submit your bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, GST, PAN Number, Adhar Number, Mobile Number and e-mail address.
Please furnish list of personnel, organization available on hand and proposed to be engaged for the subject work. [As per Annexure -D attached in tender document]
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.[As per Annexure - E attached in tender document]
Please furnish list of Works completed in last Seven years (Ending last day of month previous to the one in which tender is invited) 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. [As per Annexure F attached in tender document]
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. [As per Annexure -G attached in tender document]
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-V(A). In case of other than Company/Proprietary firm, Annexure - V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV)/Hindu Undivided Family (HUF/Limited Liability Partnership (LLP) etc, as the case may be. Non submission of above certificate by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested/digitally signed by which they/he are/is qualifying the Qualifying Criteria mentioned in the Tender Document. [As per Annexure-V(A) attached in tender document].
Upload Scanned receipt copy of payment of Bid Security through net banking or payment gateway or in case of submission of Bid Security in the form of Bank Guarantee. Full details para 5.0 of GCC- April 2022.
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
Tenderer has to submit latest partnership deed with an affidavit that above partnership deed is correct in all respect and is latest [As per Annexure-L attached in tender document].
The Bid Security 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 up to 5 percent of the value including Bid Security.
The Railway Reserve the right to accept in whole or in part or reject any tender or all tenders without assigning any reason for such action. Rate should not be quoted for part quantity.
For those conditions for which standard formats have been given in the uploaded document titled- Formats for uploading of various format. The information's should only be submitted in these standard formats.
Rates are inclusive of all taxes/royalty charges etc. legally leviable by State, Central Govt. or any other local authority.
Goods and Services Tax (GST) will be recovered as per extant instruction on the subject.
Performance Guarantee :-(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 Bid Security and other dues payable to the contractor against that particular contract, subject to maximum of PG amount. In case a tenderer has not submitted Bid Security 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% of the original contract value: (i)A deposit of Cash; (ii) Irrevocable Bank Guarantee; (iii) Government Securities including State Loan Bonds at 5% below the market value; (iv) Pay Orders and Demand Drafts tendered by any Scheduled Commercial Bank of India; (v)Guarantee Bonds executed or Deposits Receipts tendered by any Scheduled Commercial Bank of India; (vi) Deposit in the Post Office Saving Bank; (vii) 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% below market value or at the face value whichever is less. Also, FDR in favour of FA & CAO, NER (free from any encumbrance) may be accepted.
The tenderer shall upload scanned copies of mandatory credentials such as experience, Payment Certificates and any other documents as applicable.
Offer submission period :- Fifteen days prior to opening of tender, during which tenderers can submit their offer.
(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-in-charge 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.
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) Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. The conditions will be follow with up-to-date correction slips (As per Railway Board letter no. 2022/CE-I/CT/GCC-2022/Policy, dated 14-07-2022). (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 DT. 27.01.2015. (3) Price Variation Clause shall be applicable accordingly attached document.
(a)(i)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.
For all details of General Condition, Please See uploaded Tender Document and GCC-April-2022.
Care in Submission of Tenders :
(a)(i)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.
(a)(ii)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. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
(a)(iii)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.
(a)(iv)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.
(b)When work is tendered for by a firm or company, the tender shall be signed by the individual legally authorized to enter into commitments on their behalf.
(c)The Railway will not be bound by any power of attorney granted by the tenderer or by changes in the composition of the firm made subsequent to the execution of the contract. It may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
For all details of General Condition, Please See uploaded Tender Document and GCC-April-2022.
Provision for Extension and Raising of platform no.1&2 at Bilhaur station & Improvement of Bilhaur (BLU) station of IZN division.
NER-IZN-2026-40
NER-IZN-2026-40
Open
Works - General
12 Months
Gorakhpur, Uttar Pradesh
₹0
₹19.4 L
29 Apr 2026
6 Apr 2026
15 Apr 2026
315 items across 3 schedules · ₹9,67,45,400.6 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 5 km upto 10 km per km | cum-km | 7645 | 19.35 | 1,47,930.75 |
| 2 | Beyond 10 km upto 20 km per km | cum-km | 6650 | 15.78 | 1,04,937 |
| 3 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 800 | 234.05 | 1,87,240 |
| 4 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum-lead | 6000.03 | 50.96 | 3,05,761.53 |
| 5 | All kinds of soil | cum | 2454.29 | 205.45 | 5,04,233.88 |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 170 | 255.55 | 43,443.5 |
| 7 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 170 | 417.35 | 70,949.5 |
| 8 | 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 | 41 | 253.95 | 10,411.95 |
| 9 | 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 | 1529 | 368.65 | 5,63,665.85 |
| 10 | All kinds of soil | cum | 136.5 | 104.5 | 14,264.25 |
| 11 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 72.42 | 2,161.2 | 1,56,514.1 |
| 12 | All kinds of soil | Sqm | 1472.73 | 28.15 | 41,457.35 |
| 13 | 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 | 175 | 14.5 | 2,537.5 |
| 14 | With Chlorpyriphos E.C. 20% with 1% concentration | Sqm | 21675 | 256.15 | 55,52,051.25 |
| 15 | 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 |
| 16 | 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 | 11 | 7,365.15 | 81,016.65 |
| 17 | 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 | 727.41 | 6,833.4 | 49,70,683.49 |
| 18 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 77 | 6,670.25 | 5,13,609.25 |
| 19 | 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 | 324.59 | 6,326.05 | 20,53,372.57 |
| 20 | 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 | 13.33 | 9,793.75 | 1,30,550.69 |
| 21 | 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 | 124.9 | 9,375.2 | 11,70,962.48 |
| 22 | Foundations, footings, bases for columns | Sqm | 600 | 307.95 | 1,84,770 |
| 23 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 130 | 370.85 | 48,210.5 |
| 24 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 160 | 113.85 | 18,216 |
| 25 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand(Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Sqm | 232 | 681.65 | 1,58,142.8 |
| 26 | 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 | 139.3 | 8,364.2 | 11,65,133.06 |
| 27 | 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 | 7,945.65 | 1,58,913 |
| 28 | 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 | 49.02 | 10,185.05 | 4,99,271.15 |
| 29 | cum | 137.8 | 10,719.3 | 14,77,119.54 | |
| 30 | cum | 22.15 | 11,291.2 | 2,50,100.08 | |
| 31 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 740 | 307.95 | 2,27,883 |
| 32 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1120.11 | 766.55 | 8,58,620.32 |
| 33 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 490 | 608.35 | 2,98,091.5 |
| 34 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 450 | 804.25 | 3,61,912.5 |
| 35 | Stairs, (excluding landings) except spiral-staircases | Sqm | 80 | 657.75 | 52,620 |
| 36 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 74.71 | 9,673.5 | 7,22,707.19 |
| 37 | Providing and filling in position, blown bitumen in expansion joints. | cum | 1.43 | 63,877.35 | 91,344.61 |
| 38 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 115 | 8,683.8 | 9,98,637 |
| 39 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 115 | 10,306.2 | 11,85,213 |
| 40 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 204 | 688.45 | 1,40,443.8 |
| 41 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 19 | 6,882 | 1,30,758 |
| 42 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 397.28 | 6,658.25 | 26,45,189.56 |
| 43 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 501.1 | 8,288.35 | 41,53,292.19 |
| 44 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 530 | 1,018.05 | 5,39,566.5 |
| 45 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 440 | 12.6 | 5,544 |
| 46 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 420 | 86.45 | 36,309 |
| 47 | Area of slab over 0.50 sqm | Sqm | 400 | 4,425.35 | 17,70,140 |
| 48 | Granite work | Metre | 272 | 418.85 | 1,13,927.2 |
| 49 | Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble | Sqm | 80 | 2,707.8 | 2,16,624 |
| 50 | White Agaria Marble Stone | Sqm | 70 | 3,061.2 | 2,14,284 |
| 51 | 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 | 885 | 1,063.45 | 9,41,153.25 |
| 52 | Sal wood | cum | 2 | 1,06,720.85 | 2,13,441.7 |
| 53 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 5.2 | 1,897.1 | 9,864.92 |
| 54 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 16.8 | 3,086.1 | 51,846.48 |
| 55 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 60 | 2,015.75 | 1,20,945 |
| 56 | Second class teak wood | Sqm | 20 | 3,863.65 | 77,273 |
| 57 | Fixed to steel windows by welding | Kg | 1400 | 181 | 2,53,400 |
| 58 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2450 | 197.7 | 4,84,365 |
| 59 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 420 | 194.35 | 81,627 |
| 60 | 300x16 mm | Each | 68 | 180.55 | 12,277.4 |
| 61 | 125x64x1.90 mm | Each | 156 | 95.5 | 14,898 |
| 62 | 100X58X1.90 mm | Each | 48 | 86.15 | 4,135.2 |
| 63 | 250x10 mm | Each | 104 | 374.35 | 38,932.4 |
| 64 | 200x10 mm | Each | 52 | 300.55 | 15,628.6 |
| 65 | 100x10 mm | Each | 78 | 160.3 | 12,503.4 |
| 66 | 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 | 70 | 723.8 | 50,666 |
| 67 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 52 | 109.6 | 5,699.2 |
| 68 | 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 | 16 | 1,025.65 | 16,410.4 |
| 69 | 125 mm | Each | 104 | 226.5 | 23,556 |
| 70 | 100 mm | Each | 32 | 199.2 | 6,374.4 |
| 71 | 300x16 mm | Each | 44 | 260.3 | 11,453.2 |
| 72 | 300x10 mm | Each | 44 | 117.65 | 5,176.6 |
| 73 | 100 mm | Each | 44 | 53.25 | 2,343 |
| 74 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 83.2 | 408.25 | 33,966.4 |
| 75 | 30 mm thick pre laminated PVC door shutters | Sqm | 65 | 2,455.1 | 1,59,581.5 |
| 76 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm (+/- 0.2 mm). Both verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness (+/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 80 | 611.2 | 48,896 |
| 77 | Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (+/- 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (+/- 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (+/- 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in-charge. | Sqm | 28 | 3,954.15 | 1,10,716.2 |
| 78 | Casement cum fixed panel window having both end single casement panel, middle fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19 x 1.9) made of (big series) frame 67 x 60 mm , sash 67 x 80 mm & mullion 67 x 80 mm all having wall thickness of 2.3 +/- 0.2 mm and single glazing bead/double glazing bead of appropriate dimension. (Area of window above 3.00 sqm upto 5.00 sqm). | Sqm | 44 | 8,135.75 | 3,57,973 |
| 79 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 70.56 | 10,030.3 | 7,07,737.97 |
| 80 | 200 x 19 x 1.9 mm | Each | 62 | 311.8 | 19,331.6 |
| 81 | 300 x 19 x 1.9 mm | Each | 140 | 376 | 52,640 |
| 82 | Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement window with necessary screws etc. complete. | Each | 52 | 188.55 | 9,804.6 |
| 83 | 18 mm thick | Sqm | 480 | 1,215.75 | 5,83,560 |
| 84 | Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge. | Sqm | 320 | 902.55 | 2,88,816 |
| 85 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 88 | 2,563.75 | 2,25,610 |
| 86 | 200 mm | Each | 144 | 153.15 | 22,053.6 |
| 87 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 256 | 226.75 | 58,048 |
| 88 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | Set | 112 | 749.7 | 83,966.4 |
| 89 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 200 | 423.7 | 84,740 |
| 90 | Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | Metre | 800 | 38.45 | 30,760 |
| 91 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1123.5 | 93.05 | 1,04,541.68 |
| 92 | 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 | 22625.5 | 111.95 | 25,32,924.73 |
| 93 | 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 | 560 | 146.55 | 82,068 |
| 94 | Electric resistance or induction butt welded tubes | Kg | 280 | 140.85 | 39,438 |
| 95 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 800 | 88.5 | 70,800 |
| 96 | Providing and fixing bolts including nuts and washers complete. | Kg | 200 | 140.15 | 28,030 |
| 97 | 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 | 1349.75 | 612.25 | 8,26,384.44 |
| 98 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with local sand, with common burnt clay non modular bricks. | Sqm | 4686.72 | 733.3 | 34,36,771.78 |
| 99 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 207 | 545 | 1,12,815 |
| 100 | Light shade pigment using white cement | Sqm | 16.67 | 1,295.2 | 21,590.98 |
| 101 | Light shade pigment using white cement | Sqm | 30 | 1,233.05 | 36,991.5 |
| 102 | Ordinary cement without any pigment | Sqm | 608.55 | 928.5 | 5,65,038.68 |
| 103 | 25 mm thick | Sqm | 14.73 | 1,706.6 | 25,138.22 |
| 104 | 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 | 200 | 2,038.55 | 4,07,710 |
| 105 | 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 | 325 | 935.6 | 3,04,070 |
| 106 | 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 | 200 | 1,225.1 | 2,45,020 |
| 107 | Size of Tile 600x600 mm | Sqm | 104 | 1,416.65 | 1,47,331.6 |
| 108 | Size of Tile 600 x 1200 mm | Sqm | 850 | 1,407.05 | 11,95,992.5 |
| 109 | Size of Tile 600x600 mm | Sqm | 130 | 1,466.5 | 1,90,645 |
| 110 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 200 | 2,589.9 | 5,17,980 |
| 111 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 504 | 3,908.8 | 19,70,035.2 |
| 112 | 0.80 mm thick with zinc coating not less than 275 gm/sqm | Sqm | 60 | 1,135.45 | 68,127 |
| 113 | 0.80 mm thick with zinc coating not less than 275 gm/sqm | Metre | 18 | 822.15 | 14,798.7 |
| 114 | In 75x75 mm deep chase | Metre | 10 | 260.2 | 2,602 |
| 115 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 70 | 266.6 | 18,662 |
| 116 | Stone ware spout | Each | 20 | 142.1 | 2,842 |
| 117 | 100 mm diameter | Each | 80 | 308.45 | 24,676 |
| 118 | 110 mm diameter | Metre | 518.65 | 319.75 | 1,65,838.34 |
| 119 | 110 mm | Each | 500 | 119.95 | 59,975 |
| 120 | 110 mm bend | Each | 23 | 132 | 3,036 |
| 121 | 110 mm Shoe | Each | 16 | 115.95 | 1,855.2 |
| 122 | 110 mm | Each | 68 | 309.5 | 21,046 |
| 123 | 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 | 80 | 47.9 | 3,832 |
| 124 | 1:4 (1 cement: 4 fine sand) | Sqm | 153 | 294.85 | 45,112.05 |
| 125 | 1:4 (1 cement: 4 coarse sand) | Sqm | 15 | 307.25 | 4,608.75 |
| 126 | 1:6 (1 cement: 6 coarse sand) | Sqm | 5344.66 | 294.35 | 15,73,200.67 |
| 127 | 1:4 (1 cement: 4 coarse sand) | Sqm | 5 | 354.5 | 1,772.5 |
| 128 | 1:6 (1 cement: 6 coarse sand) | Sqm | 2545.18 | 339.1 | 8,63,070.54 |
| 129 | 1:3 (1 cement: 3 fine sand) | Sqm | 100 | 374.15 | 37,415 |
| 130 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3554 | 214.3 | 7,61,622.2 |
| 131 | New work (three or more coats) | Sqm | 100 | 32.45 | 3,245 |
| 132 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 3374 | 162.55 | 5,48,443.7 |
| 133 | Two or more coats on new work | Sqm | 955 | 92.75 | 88,576.25 |
| 134 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 218 | 97.6 | 21,276.8 |
| 135 | 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 | 3637 | 166.85 | 6,06,833.45 |
| 136 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 2800 | 162.35 | 4,54,580 |
| 137 | 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 | 200 | 144.9 | 28,980 |
| 138 | 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 | 2216 | 140.05 | 3,10,350.8 |
| 139 | New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution | Sqm | 200 | 150.2 | 30,040 |
| 140 | Two or more coats on new work | Sqm | 800 | 137.85 | 1,10,280 |
| 141 | Two or more coats on new work | Sqm | 52 | 131.45 | 6,835.4 |
| 142 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 800 | 191.4 | 1,53,120 |
| 143 | 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 | 430 | 123.85 | 53,255.5 |
| 144 | One or more coats on old work | Sqm | 75 | 86.55 | 6,491.25 |
| 145 | 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 | 200 | 285 | 57,000 |
| 146 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 65.15 | 2,007.1 | 1,30,762.57 |
| 147 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 29.45 | 1,239.6 | 36,506.22 |
| 148 | Demolishing R.B. 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 | 25 | 2,619.45 | 65,486.25 |
| 149 | In cement mortar | cum | 22.27 | 1,698.45 | 37,824.48 |
| 150 | Of area 3 sq. metres and below | Each | 20 | 302.7 | 6,054 |
| 151 | Of area 3 sq. metres and below | Each | 20 | 118.3 | 2,366 |
| 152 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 60.5 | 12,100 |
| 153 | Water bound macadam road | Sqm | 50 | 179.65 | 8,982.5 |
| 154 | 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 | 150 | 45.05 | 6,757.5 |
| 155 | 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 | 53.55 | 219.35 | 11,746.19 |
| 156 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 200 | 180.5 | 36,100 |
| 157 | 63 mm to 45 mm size stone aggregate | cum | 30 | 1,624.5 | 48,735 |
| 158 | 53 mm to 22.4 mm size stone aggregate | cum | 234 | 1,837.25 | 4,29,916.5 |
| 159 | Good earth | cum | 60 | 624.55 | 37,473 |
| 160 | Moorum | cum | 20 | 888.3 | 17,766 |
| 161 | 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 | 234 | 865.8 | 2,02,597.2 |
| 162 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 984.8 | 179.5 | 1,76,771.6 |
| 163 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Sqm | 200 | 607.2 | 1,21,440 |
| 164 | Surface dressing on new surface in two coats with bitumen of grade VG -10 of approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per 100 sqm of road surface for second coat, including consolidation of each coat separately with road roller of 6 to 8 tonne capacity etc. complete. | Sqm | 1350 | 248 | 3,34,800 |
| 165 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 400 | 45.2 | 18,080 |
| 166 | On bituminous surface @ 0.50 Kg / sqm | Sqm | 400 | 36.6 | 14,640 |
| 167 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 1550 | 11.6 | 17,980 |
| 168 | With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 | Sqm | 1750 | 235.45 | 4,12,037.5 |
| 169 | For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | Sqm | 1350 | 414.2 | 5,59,170 |
| 170 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 1350 | 79.85 | 1,07,797.5 |
| 171 | New work (Two or more coats) | Sqm | 25.64 | 239.95 | 6,152.32 |
| 172 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 10 | 10,013.3 | 1,00,133 |
| 173 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. | cum | 10 | 11,399.2 | 1,13,992 |
| 174 | Overhead informatory road signage | Sqm | 1.03 | 5,609.55 | 5,777.84 |
| 175 | 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 | 10.26 | 623.8 | 6,400.19 |
| 176 | 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 | 111.2 | 951 | 1,05,751.2 |
| 177 | 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 | 7.69 | 8,613.55 | 66,238.2 |
| 178 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 760.67 | 8,277.55 | 62,96,483.96 |
| 179 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | Sqm | 29.45 | 5.85 | 172.28 |
| 180 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 20 | 2,803.65 | 56,073 |
| 181 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. | Sqm | 71.4 | 108.65 | 7,757.61 |
| 182 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 1143.86 | 4,256.3 | 48,68,611.32 |
| 183 | Providing and laying tactile tile (for vision impaired persons as per standards) 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 | 262.48 | 1,719 | 4,51,203.12 |
| 184 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 46.67 | 1,011.2 | 47,192.7 |
| 185 | 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 |
| 186 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 5 | 5,426.8 | 27,134 |
| 187 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 12 | 6,941.3 | 83,295.6 |
| 188 | Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern | Each | 5 | 18,546.45 | 92,732.25 |
| 189 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 12 | 2,275 | 27,300 |
| 190 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 11 | 2,040.85 | 22,449.35 |
| 191 | 510x1040 mm bowl depth 250 mm | Each | 8 | 6,008.45 | 48,067.6 |
| 192 | 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 | 12 | 6,119.15 | 73,429.8 |
| 193 | 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 |
| 194 | Rectangular shape 453x357 mm | Each | 22 | 1,158.95 | 25,496.9 |
| 195 | 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 | 18 | 942.15 | 16,958.7 |
| 196 | C.P. brass | Each | 12 | 680.8 | 8,169.6 |
| 197 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 160 | 1,077.4 | 1,72,384 |
| 198 | Centrifugally cast (spun) iron socketed pipe as per IS: 3989 | Metre | 40 | 1,042.1 | 41,684 |
| 199 | Sand cast iron S&S as per IS - 3989 | Each | 32 | 597.6 | 19,123.2 |
| 200 | Sand cast iron S&S as per IS- 3989 | Each | 16 | 453.4 | 7,254.4 |
| 201 | Sand cast iron S&S as per IS - 3989 | Each | 32 | 731.4 | 23,404.8 |
| 202 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 5 | 146.3 | 731.5 |
| 203 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 12 | 573.6 | 6,883.2 |
| 204 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 5 | 7,004.45 | 35,022.25 |
| 205 | 3240 (40 mm OD ) pipe | Metre | 1500 | 646.2 | 9,69,300 |
| 206 | 4050 (50 mm OD ) pipe | Metre | 1000 | 785.35 | 7,85,350 |
| 207 | 20 mm nominal dia Pipes | Metre | 65 | 325.1 | 21,131.5 |
| 208 | 32 mm nominal dia Pipes | Metre | 180 | 500.95 | 90,171 |
| 209 | 40 mm nominal dia Pipes | Metre | 140 | 674.35 | 94,409 |
| 210 | 15 mm nominal dia Pipes | Metre | 678 | 441.15 | 2,99,099.7 |
| 211 | 20 mm nominal dia Pipes | Metre | 300 | 513.75 | 1,54,125 |
| 212 | 25 mm nominal dia Pipes | Metre | 50 | 626.05 | 31,302.5 |
| 213 | 15 mm nominal dia Pipes | Metre | 357.02 | 221.35 | 79,026.38 |
| 214 | 20 mm nominal dia Pipes | Metre | 357.02 | 275.25 | 98,269.76 |
| 215 | 50 mm nominal dia Pipes | Metre | 75 | 811.85 | 60,888.75 |
| 216 | 150 mm nominal dia Pipes | Metre | 428.43 | 5,871.25 | 25,15,419.64 |
| 217 | 15 mm dia nominal bore | Metre | 71 | 304.15 | 21,594.65 |
| 218 | 20 mm dia nominal bore | Metre | 15 | 373.35 | 5,600.25 |
| 219 | 25 mm dia nominal bore | Metre | 95 | 491.2 | 46,664 |
| 220 | 32 mm dia nominal bore | Metre | 240 | 563.6 | 1,35,264 |
| 221 | 40 mm dia nominal bore | Metre | 26 | 725.15 | 18,853.9 |
| 222 | 50 mm dia nominal bore | Metre | 400 | 893.2 | 3,57,280 |
| 223 | 20 mm dia nominal bore | Metre | 24 | 541.1 | 12,986.4 |
| 224 | 40 mm dia nominal bore | Metre | 1100 | 558.35 | 6,14,185 |
| 225 | 65 mm dia nominal bore | Metre | 466 | 768.6 | 3,58,167.6 |
| 226 | 80 mm dia nominal bore | Metre | 52 | 919.1 | 47,793.2 |
| 227 | 15 mm nominal bore | Each | 42 | 303.85 | 12,761.7 |
| 228 | 20 mm nominal bore | Each | 10 | 327.95 | 3,279.5 |
| 229 | 15 mm nominal bore | Each | 10 | 303.85 | 3,038.5 |
| 230 | 20 mm nominal bore | Each | 12 | 327.95 | 3,935.4 |
| 231 | 25 mm nominal bore | Each | 7 | 532.35 | 3,726.45 |
| 232 | 40 mm nominal bore | Each | 3 | 707.3 | 2,121.9 |
| 233 | 80 mm nominal bore | Each | 3 | 2,227.6 | 6,682.8 |
| 234 | 20 mm nominal bore | Each | 12 | 397.45 | 4,769.4 |
| 235 | 25 mm nominal bore | Each | 5 | 399.15 | 1,995.75 |
| 236 | 15 mm nominal bore | Each | 100 | 74.8 | 7,480 |
| 237 | 150 mm diameter | Each | 20 | 190.1 | 3,802 |
| 238 | Up to 300 mm dia | Quintal | 10.6 | 5,649.65 | 59,886.29 |
| 239 | 150 mm dia pipe | Metre | 98 | 1,824.7 | 1,78,820.6 |
| 240 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 8 | 10,102.5 | 80,820 |
| 241 | 15 mm diameter pipe | Metre | 100 | 16.4 | 1,640 |
| 242 | 20 mm diameter pipe | Metre | 260 | 19.65 | 5,109 |
| 243 | 25 mm diameter pipe | Metre | 320 | 25.6 | 8,192 |
| 244 | 32 mm diameter pipe | Metre | 240 | 30.7 | 7,368 |
| 245 | 40 mm diameter pipe | Metre | 220 | 36.05 | 7,931 |
| 246 | 50 mm diameter pipe | Metre | 400 | 43.05 | 17,220 |
| 247 | 40 mm diameter pipe | Metre | 1100 | 20.95 | 23,045 |
| 248 | 40 mm diameter pipe | Metre | 1100 | 170.5 | 1,87,550 |
| 249 | 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 | 9200 | 9.7 | 89,240 |
| 250 | 15 mm nominal bore | Each | 5 | 715.05 | 3,575.25 |
| 251 | 15 mm nominal bore | Each | 24 | 708.4 | 17,001.6 |
| 252 | 15 mm nominal bore | Each | 12 | 594.75 | 7,137 |
| 253 | 15mm nominal bore | Each | 5 | 500.35 | 2,501.75 |
| 254 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 36 | 109.85 | 3,954.6 |
| 255 | With common burnt clay F.P.S. (non modular) bricks | Each | 52 | 362.4 | 18,844.8 |
| 256 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 510 | 377.1 | 1,92,321 |
| 257 | 150 mm diameter | Metre | 40 | 591.4 | 23,656 |
| 258 | 100 mm diameter S.W. pipe | Metre | 250 | 895.5 | 2,23,875 |
| 259 | 100 mm diameter S.W. pipe | Metre | 110 | 425.6 | 46,816 |
| 260 | 150 mm diameter S.W. pipe | Metre | 300 | 689.75 | 2,06,925 |
| 261 | 250 mm diameter S.W. pipe | Metre | 345 | 943.9 | 3,25,645.5 |
| 262 | 300 mm diameter S.W. pipe | Metre | 220 | 1,089.1 | 2,39,602 |
| 263 | With sewer bricks conforming to IS : 4885 | Each | 10 | 2,428.45 | 24,284.5 |
| 264 | 100 mm dia. R.C.C. pipe | Metre | 110 | 447.25 | 49,197.5 |
| 265 | 150 mm dia. R.C.C. pipe | Metre | 300 | 493.1 | 1,47,930 |
| 266 | 250 mm dia. R.C.C. pipe | Metre | 310 | 811.15 | 2,51,456.5 |
| 267 | 300 mm dia. R.C.C. pipe | Metre | 220 | 902.05 | 1,98,451 |
| 268 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 24 | 11,687.1 | 2,80,490.4 |
| 269 | With Sewer bricks conforming to IS : 4885 | Each | 18 | 11,567 | 2,08,206 |
| 270 | With Sewer bricks conforming to IS : 4885 | Metre | 6 | 7,777.7 | 46,666.2 |
| 271 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 14 | 11,886.45 | 1,66,410.3 |
| 272 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 4 | 6,986.8 | 27,947.2 |
| 273 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 22,951.95 | 91,807.8 |
| 274 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 2 | 9,068.35 | 18,136.7 |
| 275 | With 20x20 mm square bar | Each | 44 | 461.35 | 20,299.4 |
| 276 | With 20x20 mm square bar | Each | 235 | 564.6 | 1,32,681 |
| 277 | Circular shape 500 mm internal diameter | Each | 6 | 1,056.65 | 6,339.9 |
| 278 | Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD - 2.5 | Each | 16 | 2,723.65 | 43,578.4 |
| 279 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 5,589.45 | 55,894.5 |
| 280 | 450 mm dia RCC pipes. | Metre | 357.02 | 2,385.5 | 8,51,671.21 |
| 281 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 260 | 433.95 | 1,12,827 |
| 282 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 13.78 | 1,325.55 | 18,266.08 |
| 283 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 5 | 2,448.85 | 12,244.25 |
| 284 | 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 | 40 | 516.6 | 20,664 |
| 285 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 825 | 585.55 | 4,83,078.75 |
| 286 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 124.8 | 1,522.95 | 1,90,064.16 |
| 287 | 300 mm dia | Metre | 30 | 690.7 | 20,721 |
| 288 | 150 mm nominal size dia | Metre | 30 | 681.9 | 20,457 |
| 289 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum | 24.26 | 1,302.3 | 31,593.8 |
| 290 | 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 | 26.22 | 1,309 | 34,321.98 |
| 291 | 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 | 26.22 | 1,309 | 34,321.98 |
| 292 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 2 | 1,479.25 | 2,958.5 |
| Schedule total | ₹8,79,57,160.6 | ||||
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