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Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
26 Oct 2026, 3:30 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CENTRAL
22 conditions · 3 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less, where V= Advertised value of the tender in crores of Rupees, N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure -VI B, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Format of Annexure VI B is attached with document tab for reference.
Date of inviting tender shall be the date of publishing tender notice on IREPS website if tender is published on website or the date of publication in newspaper in case tender is not published on website.
The balance sheet and all other financial documents attested/certified by CAs to substantiate fulfillment of financial eligibility criteria should be with UDIN (Unique Document Identification Number), failing which the 1.1.1 offer is likely to be rejected without any further reference. (Authority: Chief Engineer/Works/SER/GRC's letter no. CE/G/Arb&Cont. Mgt./Tender Circular/Pt.I/317, dated 11.03.2025)
This tender is having Civil Component as well as Electrical Component and is a Composite Tender. Bidders must submit credentials for fulfilling technical eligibility criteria for both civil and electrical work as prescribed under standard technical criteria of tender documents and GCC April 2022.
Civil Engineering work under Schedule A, B & C total costing Rs. 21620696.63 - (ii) For Electrical work under Schedule D & E - total costing Rs. 3543329.35
71 conditions · 6 needing a document upload
If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by the bidder as below: (i) If Bid quoted in % of advertised cost is below 0 - 5% (Inclusive), then an additional performance guarantee (in %) will be Nil. (ii) If Bid quoted in % of advertised cost is below 5%, then an additional performance guarantee (in %) will be 5%. (Authoirity : Advance Correction Slip No. 11 to IRSGCC April-2022)
Following is the checklist for submission of documents while submitting the tender. :-
(I) A certificate as per annexure - V(A) where ever applicable enclosed in document tab. (II) Fulfillment of Standard Technical and Financial Criteria as per tender documents wherever applicable as per Tender Documents.
For Sole Proprietorship Firm: All documents in terms of Para 10 2.1.1 of the Tender Form (Second Sheet) of IR Standard GCC April 2022.
For Partnership Firm
The tenderer shall clearly specify that the tender is submitted on behalf of a partnership firm.The following documents shall be submitted by the partnership firm, with the tender:(i) A notarized copy of the Partnership Deed or a copy of the Partnership deed registered with the Registrar.(ii) A notarized or registered copy of Power of Attorney in favour of the individual to tender for the work, sign the agreement etc. and create liability against the firm.(iii) An undertaking by all partners of the partnership firm that they are not blacklisted ordebarred by Railways or any 2.2.1 other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP in which they were / are partners/members. Any Concealment / wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract. (iv) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IR Standard GCC April 2022
For Company registered under Companies Act-2013
Following documents shall be submitted by the tenderer:Company registered under Companies Act2013: (i) The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii) A copy of Certificate of Incorporation (iii) A copy of Authorization/Power of Attorney 2.3.1 issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company. (iv) All other documents in terms Para 10 of the Tender Form (Second Sheet) of IR Standard GCC April 2022.
Joint Venture (JV): The tenderer shall submit documents as mentioned in Clause 17 of IR Standard GCC April 2022 (Wherever Applicable)
Following documents shall be submitted by the tendererRegistered Society & Registered Trust: (i) A copy of Certificate of Registration (ii) A copy of Memorandum of Association of Society/Trust Deed (iii) A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) A copy of Rules & Regulations of the Society (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IR Standard GCC April 2022.
Following documents shall be submitted by the tenderer: LLP (Limited Liability Partnership): (i) A copy of LLP Agreement (ii) A copy of Certificate of Incorporation (iii) A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (iv) An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from 2.5.1 participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract. (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet)of IR Standard GCC April 2022.
Following documents shall be submitted by the tenderer: HUF: (i) A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the 2.5.2 position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. (ii) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of IR Standard GCC April 2022.
Declaration regarding Retd Railway Employee as per Para 16 (a), (b) & (c) of IR Standard GCC April 2022.
The tenderer shall clearly specify whether the tender is submitted on his own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) / Registered Society /Registered Trust / Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc. The tenderer(s) shall 2.6.1 enclose the attested copies of the constitution of their concern, and copy of PAN Card along with their tender. Tender Documents in such cases are to be signed by such persons as may be legally competent to sign them on behalf of the firm, company, association, trust or society, as the case may be.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure VIA and shall be valid for a period of 90days beyond the bid validity period.NOTE- Bank Guarantee for Bid Security shall be Acting Through DRM/ENGG/CKP and Beneficiary shall be FA & CAO/S.E.Rly/Garden Reach/ Kolkata.
Bid Capacity: Bid Capacity detailed as per Annexure-VI wherever applicable as per tender documents
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.
The Contractor will fill up and update the details of Contracts, Contractual Labour employed by him/her and related details as required by Railway on "Contract Labour Management Portal" or any other portal or in Register - as Directed by Engineer-in- Charge for which no extra payments shall be made.
Letter of Credit as Mode of Payment in Works Tender or Service Tender has been introduced as per Rly Board's letter no. 2018/CE-I/CT/9, New Delhi, dtd: 04.06.2018 (Documents are attached in uploaded section named as Conditions for LC Credit)). Tenderers are advised to see the uploaded section carefully for availing LC Credit at the time of bidding in IREPS Portal.
Retd. Employ :- Declaration regarding employment/ partnership etc. of retired railway employees. as per Clause 16 of IRSGCC APRIL 2022. Format is attached in document tab.
The Bid Security shall be deposited either in cash through e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure VI A and shall be valid for a period of 90 days beyond the bid validity period. The tenderer are advised to upload the Bid Security in case of BG as per Annex VI A for BID SECURITY uploaded in document Tab. Also,the original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of bids). Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal(IREPS) and/or non submission of original Bank Guarantee within the specified period shall lead to summary rejection of bid. NOTE- Bank Guarantee for Bid Security shall be Acting Through DRM/ENGG/CKP and Beneficiary shall be FA & CAO/S.E.Rly/Garden Reach/Kolkata.
Mandate form should be uploaded as per attached format in document tab.
Chakrdharpur- Improvement of drainage system, sewage system, surrounding pathways, construction of new toilet, cycle stand record room , store etc.
CKP-CENTRAL-26-27-45~SER
CKP-CENTRAL-26-27-45
Open
Works - General
12 Months
West Singhbhum, Jharkhand
₹0
₹5.0 L
24 Sept 2026
24 Sept 2026
12 Oct 2026
165 items across 5 schedules · ₹2,35,63,445.08 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 600 | 177.5 | 1,06,500 |
| 2 | 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 | 400 | 700.5 | 2,80,200 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,123.75 | 2,12,375 |
| 4 | All kinds of soil | Sqm | 650 | 34.15 | 22,197.5 |
| 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 | 265 | 7,878.5 | 20,87,802.5 |
| 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 | 15 | 7,294.7 | 1,09,420.5 |
| 7 | 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 | 25 | 9,045.75 | 2,26,143.75 |
| 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 | 40 | 10,852.95 | 4,34,118 |
| 9 | cum | 15 | 11,505.5 | 1,72,582.5 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 25 | 392.15 | 9,803.75 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 120 | 927.25 | 1,11,270 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 150 | 736.4 | 1,10,460 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 200 | 961.3 | 1,92,260 |
| 14 | 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 | 15 | 10,585.9 | 1,58,788.5 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 7,132.25 | 7,13,225 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 9,105.95 | 2,27,648.75 |
| 17 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 30 | 1,123.8 | 33,714 |
| 18 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 52 | 10,195.45 | 5,30,163.4 |
| 19 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 70 | 8,333.65 | 5,83,355.5 |
| 20 | Area of slab upto 0.50 sqm | Sqm | 6 | 5,413.5 | 32,481 |
| 21 | 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 | 160 | 1,267.95 | 2,02,872 |
| 22 | 125 mm | Each | 20 | 39.95 | 799 |
| 23 | 100X58X1.90 mm | Each | 40 | 107.1 | 4,284 |
| 24 | 75x47x1.80 mm | Each | 40 | 80.05 | 3,202 |
| 25 | 250x10 mm | Each | 10 | 441.6 | 4,416 |
| 26 | 300x16x5 mm | Each | 10 | 322.2 | 3,222 |
| 27 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 10 | 854.65 | 8,546.5 |
| 28 | 250x16 mm | Each | 10 | 260.6 | 2,606 |
| 29 | 150x10 mm | Each | 5 | 82.55 | 412.75 |
| 30 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 30 | 3,253.8 | 97,614 |
| 31 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( +/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fasteners, all complete as per manufacturer's specification and direction of Engineer-in- charge. | Metre | 100 | 623 | 62,300 |
| 32 | 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 | 8500 | 117.35 | 9,97,475 |
| 33 | 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 | 11000 | 133.7 | 14,70,700 |
| 34 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 5 | 11,439.6 | 57,198 |
| 35 | 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, including 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 | 1000 | 772.4 | 7,72,400 |
| 36 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 50 | 1,328.35 | 66,417.5 |
| 37 | 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 | 120 | 1,096.55 | 1,31,586 |
| 38 | Size of Tile 600 x 600 mm | Sqm | 150 | 1,453.65 | 2,18,047.5 |
| 39 | 110 mm | Each | 50 | 136.15 | 6,807.5 |
| 40 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 41 | 110x110x110 mm | Each | 10 | 221.35 | 2,213.5 |
| 42 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 100 | 1,355.8 | 1,35,580 |
| 43 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 500 | 738.65 | 3,69,325 |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | 1300 | 333.35 | 4,33,355 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 1300 | 383 | 4,97,900 |
| 46 | 1:3 (1 cement : 3 fine sand) | Sqm | 200 | 300.45 | 60,090 |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 500 | 262.7 | 1,31,350 |
| 48 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 500 | 185.65 | 92,825 |
| 49 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 500 | 116.9 | 58,450 |
| 50 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 400 | 160.6 | 64,240 |
| 51 | Two or more coats on new work | Sqm | 150 | 155.9 | 23,385 |
| 52 | Two or more coats on new work | Sqm | 1500 | 146.8 | 2,20,200 |
| 53 | Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface | Sqm | 3400 | 131.3 | 4,46,420 |
| 54 | 25 mm thick | Sqm | 1500 | 854.15 | 12,81,225 |
| 55 | 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 | 150 | 11,129.55 | 16,69,432.5 |
| 56 | 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 | 400 | 131.75 | 52,700 |
| 57 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 400 | 402.95 | 1,61,180 |
| 58 | 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 | 20 | 2,017.6 | 40,352 |
| 59 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 6,767.4 | 33,837 |
| 60 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 5 | 6,383.25 | 31,916.25 |
| 61 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,648.85 | 13,244.25 |
| 62 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 8 | 349.15 | 2,793.2 |
| 63 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | Each | 6 | 4,048.65 | 24,291.9 |
| 64 | Flat back wash basin of size 630x450 mm | Each | 8 | 1,339.7 | 10,717.6 |
| 65 | Providing and fixing 600x450 mm bevelled 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 | 8 | 1,607.95 | 12,863.6 |
| 66 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 8 | 375.65 | 3,005.2 |
| 67 | 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 | 8 | 168.35 | 1,346.8 |
| 68 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 7 | 708.95 | 4,962.65 |
| 69 | 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 | 7 | 7,979.2 | 55,854.4 |
| 70 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 10 | 18,212.9 | 1,82,129 |
| 71 | 15 mm nominal dia Pipes | Metre | 50 | 497.8 | 24,890 |
| 72 | 20 mm nominal dia Pipes | Metre | 200 | 537.6 | 1,07,520 |
| 73 | 25 mm nominal dia Pipes | Metre | 150 | 627.25 | 94,087.5 |
| 74 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| 75 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 4000 | 11 | 44,000 |
| 76 | 15 mm nominal bore | Each | 9 | 506.8 | 4,561.2 |
| 77 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 10 | 74.8 | 748 |
| 78 | 15 mm nominal bore | Each | 8 | 8,803.7 | 70,429.6 |
| 79 | 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 | 300 | 1,399.95 | 4,19,985 |
| 80 | With 15 mm thick Tegular edged light weight calcium silicate false ceiling tiles | Sqm | 100 | 2,207 | 2,20,700 |
| 81 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 1000 | 829.75 | 8,29,750 |
| 82 | Frame size 45 x 85 mm | Metre | 50 | 926.35 | 46,317.5 |
| 83 | 30 mm thick | Sqm | 30 | 4,346.7 | 1,30,401 |
| Schedule total | ₹1,85,79,259.65 | ||||
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