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Tender Value
₹7.0 Cr
EMD Value
₹13.9 L
Closing Date
19 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
+ Capital Works)
CETR/N/II
22 conditions · 6 needing a document upload
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of[V/N or 'V' which ever 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (Page- 14, Para 10.2, Part-I of GCC April 2022 Updated up to ACS-10 Date 04.03.2025)
Schedule D - Electrical Contractor License: The contractor himself or the Sub-Contractor appointed by him must have valid Electrical Contractor's License issued by any State Government in their own name or in the name of the firm, as per IE Rule 1956 clause No. 45 or as amended from time to time. A copy of the license shall be uploaded along with the tender offer failing which the offer shall be summarily rejected. The license must be valid as on the date of opening of the tender. If the license has been expired as on the date of opening of tender, the license renewal documents must be uploaded along with the copy of the old license. The Contractor or the Sub-Contractor appointed by him shall possess valid License throughout the currency of the contract. The contractor shall ensure timely renewal of license.
85 conditions · 11 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.
1) The tenderer shall be required to submit the Bid Security with the tender for the due performance with the stipulation to keep the offer open till such date as specified in the tender, under the conditions of tender. The Bid Security shall be as under. For all works value of the bid Security is 2% of the estimated cost of the work. 2) 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 90 days beyond the bid validity period. (3) In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: i. A scanned copy of the Bank Guarantee shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii. 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. iii. 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. iv. The Tender Security shall remain valid for a period of 90 days beyond the validity period for the Tender. v. The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected. vi. The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. vii. The envelope shall be addressed to the officer and address as mentioned in the tender document. viii. If the envelope is not sealed and marked as instructed above, the Railway assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder. (As per Clause 5(Para 3-(ii), Page -5 Part I GCC April 2022 (Updated up to ACS-10 Date 04.03.2025).
Subject to exemptions provided under para 5(1) (a) of Part-1 (ITT) of this document, the tender must be accompanied by a Bid Security as mentioned in tender documents, failing which the tender shall be summarily rejected. (As per Clause 6 (a) Annex -I, Page-11, Part-I of GCC April 2022)
Note: i) The Bid Security shall be rounded off to the nearest 100. This Bid Security shall be applicable for all modes of tendering. ii) Any firm recognized by Department of Industrial Policy and Promotion (DIPP as 'Startups' shall be exempted from payment 2.1.1 of Bid Security subject to submission of Registration Certificate issued by appropriate authority. iii) Labour Cooperative Societies shall submit only 50% of Bid Security shall also additionally submit Registration Certificate. (As per Clause 5 , Page-5, Part-I of GCC April 2022 Updated up to ACS-10 Date 04.03.2025)
Applicability of rules for this tender
1.GCC-April 2022 with upto date correction slips
1. USSOR and IR UNIFIED Standard Specification with upto date correction slip. 2. DSR with upto date correction slip (As per Clause 1.1(k), Page-42, Part-I of GCC April 2022 Updated up to ACS-10 Date 04.03.2025)
Relevant IS-CODE & RAILWAY CODES AND MANUALS.
"If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the court with the local lines or whose jurisdiction, the Western Railway's Divisional Headquarters office is Situated and both the parties shall be bound by this clause. (Headquarters letter no. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04)
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract - April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications". And CPWD DSR-2018 (Delhi Schedule of Rates) and CPWD Specifications-2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
(b)Standard Specifications shall mean "Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT)).
(c) Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General / Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents. (As per Clause 1.1(k), Page-42, Part-I of GCC April 2022 Updated up to ACS-10 Date 04.03.2025)
Where there is any conflict in conditions/Specifications contained in various parts, order of precedence will be as given below
i . Any foot note given by the Railway in the schedule of quantities and rates.
ii. Description of item in the Schedule of Quantities and rates.
iii. Special Specifications.
iv Additional Special Conditions/of Contract.
v. Standard Specifications.
vi. Special Conditions of Contract & General Conditions of Contract April 2022 corrected upto date.
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased Contractor partners interse. (As per Clause 53, Part-II, Page-86 of GCC-April 2022 Updated up to ACS-10 Date 04.03.2025)
Modification to GCC for introduction of measurement and recording of "Executed works" by the contractor in Railway construction works. " Introduction of Item (As per clause 45 (i) (a) (b), 45 (ii) (a) (b), 46.(1), 46.(2), 46.(3), 46.(4), 46A., 46 (A.1 to A.10), 51.(1), 51.(2), 51-A, Page- Part II of GCC-April 2022) Page-65 to 85
Tenderer Credentials: Documents testifying tenderer previous experience and financial status should be produced along with the tender. Tenderer(s) who is / are not borne on the approved list of the Contractors of ________ Railway shall submit along with his / their tender: (i) 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. (ii) Audited Balance Sheet duly certified by the Chartered Accountant regarding contractual payments received in the past. iii. The list of personnel / organization on hand and proposed to be engaged for the tendered work. Similarly list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work. iv. A copy of certificate stating that they are not liable to be disqualified and all their statements / documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder is enclosed as Annexure-V. Non submission of a copy of 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. v. The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the Railway shall not relieve the bidder of its obligations or liabilities hereunder nor will it affect any rights of the Railway there under. vi. (a) In case of any information submitted by tenderer is found to be false, forged or incorrect at any time during process for evaluation of tenders, it shall lead to forfeiture of the tender Bid Security besides banning of business for a period of upto five years. (b) In case of any information submitted by tenderer is found to be false, forged or incorrect after the award of contract, the contract shall be terminated. Bid Security, Performance Guarantee and Security Deposit available with the railway shall be forfeited. In addition, other dues of the contractor, if any, under this contract shall be forfeited and agency shall be banned for doing business for a period of upto five years. (As per Clause 11, Page-16-17, Part-I of GCC April 2022 Updated up to ACS-10 Date 04.03.2025)
ELECTRIC CONNECTION IS TO BE PROVIDED TAKE ALL THE SAFETY PRECAUTIONS SUCH AS: i) Use of 3 core cable with earth wire /4 core cable with armour. ii)Ensuring earthing of the 3 core / 4 core cable iii)Use of RCBO iv) Use of properly sealed distribution board / switch board with appropriate size MCBs. v)Proper laying of the cables vi) No temporary joints to be permitted. vii) Use of proper size plug / sockets. For the un- metered connections of less than 1200 watt, only item No. VI & VII with the use of 3 core cable with earth wire only to be insisted as other items will not be applicable. Before connecting the assets to electrical power supply, SSE incharge must personally be satisfied that the firm's installation is safe against any fire hazards/electric shocks. (This is as per letter no. Sr.DEE(P) BCT's letter no. EL.197/13/9 (Tech circular) dt 25/07/2018). (As per Para 31.4 (a)(b), Page-58 Part-II of GCC April 2022 Updated up to ACS-10 Date 04.03.2025)
Force Majeure Clause: If at any time, during the continuance of this contract, the performance in whole or in part by either party of any obligation under this contract shall be prevented or delayed by reason of any war, hostility, acts of public enemy, civil commotion, sabotage, serious loss or damage by fire, explosions, epidemics / pandemics, strikes, lockouts or acts of God (hereinafter, referred to events) provided, notice of the happening of any such event is given by either party to the other within 30 days from the date of occurrence thereof, neither party shall by reason of such event, be entitled to terminate this contract nor shall either party have any claim for damages against the other in respect of such non-performance or delay in performance, and works under the contract shall be resumed as soon as practicable after such event has come to an end or ceased to exist, and the decision of the Engineer as to whether the works have been so resumed or not shall be final and conclusive, PROVIDED FURTHER that if the performance in whole or in part of any obligation under this contract is prevented or delayed by reason of any such event for a period exceeding 120 days, either party may at its option terminate the contract by giving notice to the other party. (As per Clause No. 17, Page-49-50, Part-II of GCC April 2022 Updated up to ACS-10 Date 04.03.2025)
17 A Extension of Time in Contracts: Subject to any requirement in the contract as to completion of any portion or portions of the works before completion of the Whole, shall fully and finally complete the whole of the works comprised in the contract (with such modifications as may be directed under conditions of this contract) by the date entered in the contract or extended date in terms of the following clauses: i)Extension due to Modification: If any modifications have been ordered which in the opinion of the Engineer have materially increased the magnitude of the work, then such extension of the contracted date of completion 'may be granted as shall appear to the Engineer to be reasonable in the circumstances, provided moreover that Contractor shall be responsible for requesting such extension of the date as may be considered necessary as soon as the cause thereof shall arise. ii) Extension for Delay not due to Railway or contractor: If in the opinion of the Engineer, the progress of work has any time been delayed by any act or neglect of Railway's employees or by other Contractor employed by the Railway under Sub-.Clause (4) of Clause 20 of these Conditions or in executing the work not forming part of the contract but on which Contractors' performance necessarily depends or by reason of proceeding taken or threatened by or dispute with adjoining or to neighbouring owners or public authority arising otherwise through the Contractor's own default etc. or by the delay authorized by the Engineer pending arbitration or in consequences of the contractor not having received in due time necessary instructions from the Railway for which he shall have specially applied in writing to the Engineer or his authorized representative then upon happening of any such event causing delay, the Contractor shall immediately give notice thereof in writirg to the Engineer within l5 days of such happening but shall nevertheless make constantly his best endeavours to bring down or make good the delay and shall do all that may be reasonably required of him to the satisfaction of the Engineer to proceed with the works. The Contractor may also indicate the period for which the work is likely to be delayed and shall be bound to ask for necessary extension of time. iii)Extension for Delay due to Railways: In the event of any failure or delay by the Railway to hand over the Contractor possession of the lands necessary for the execution of the works or to give the necessary notice to commence the works or to provide the necessary drawings or instructions or any other delay caused by the Railway due to any other cause whatsoever, then such failure or delay shall in no way affect or vitiate the contract or alter the character thereof or entitle the Contractor to damages or compensation therefor, but in any such case, the Railway may grant such extension or extensions of the completion date as may be considered reasonable.....(Clause No. 17A (i to iii), Page-50-51, Part-II of GCC April 2022 (Updated up to ACS-10 Date 04.03.2025)
Provisions of Contract Labour (Regulation and Abolition) Act, 1970 (Shramik Kalyan) (As per Para 55-A.1 to 55-A.5, 55-B, 55-C (i) (a to e), 55-C (ii) & 55-D, Page- 87-89, Part-II of GCC-April 2022 Updated up to ACS-10 Date 04.03.2025)
(1) Joravasan-Surat Section - Providing ramp, tactile tiles, parking lot, slip resistance surface etc. for divyangjan in various stations under DEN/C/MMCT. (2) Udhana New Goods Shed (UNGU)- Raising High Level Goods platform on line 4 at Surat End 200 x 6M. (3) Surat: Extension of high-level passenger platforms. (4) JRS-ST Sec - Improvement over Corroded, Rusty & Leaky Valley gutter & COP roofs at Bilimora, Amalsad and Navsasri. (Composite tender including electrical portion.)
BCT-26-27-48~WR
BCT-26-27-48
Open
Works - General
12 Months
Mumbai, Maharashtra
₹0
₹13.9 L
19 Jun 2026
29 May 2026
5 Jun 2026
90 items across 17 schedules · ₹9,29,79,750.22 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1319.84 | 177.5 | 2,34,271.6 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 513.93 | 196 | 1,00,730.28 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 1068 | 700.5 | 7,48,134 |
| 4 | 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 | 269.96 | 7,878.5 | 21,26,879.86 |
| 5 | Foundations, footings, bases for columns | Sqm | 156.6 | 392.15 | 61,410.69 |
| 6 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 472 | 17,889.25 | 84,43,726 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 230 | 392.15 | 90,194.5 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 600 | 842.5 | 5,05,500 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 240 | 927.25 | 2,22,540 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 250 | 736.4 | 1,84,100 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 200 | 961.3 | 1,92,260 |
| 12 | 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 | 46.2 | 10,585.9 | 4,89,068.58 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6500 | 107.85 | 7,01,025 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 60000 | 107.85 | 64,71,000 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 35 | 9,504.75 | 3,32,666.25 |
| 16 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 70 | 9,655.7 | 6,75,899 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 40 | 9,860.4 | 3,94,416 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 980 | 10,011.35 | 98,11,123 |
| 19 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 160.5 | 733.5 | 1,17,726.75 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 8,962.35 | 4,48,117.5 |
| 21 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 247.88 | 8,752.55 | 21,69,582.09 |
| 22 | 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 | 45 | 8,333.65 | 3,75,014.25 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 239.76 | 5,413.5 | 12,97,940.76 |
| 24 | Area of slab over 0.50 sqm | Sqm | 239.76 | 5,136.3 | 12,31,479.29 |
| 25 | Granite work | Metre | 666 | 510.95 | 3,40,292.7 |
| 26 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 60 | 492.7 | 29,562 |
| 27 | 30 mm thick pre laminated PVC door shutters | Sqm | 20 | 3,663.8 | 73,276 |
| 28 | 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 | 54478 | 133.7 | 72,83,708.6 |
| 29 | Hot finished welded type tubes | Kg | 4471.6 | 194.4 | 8,69,279.04 |
| 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, 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 | 4445.4 | 772.4 | 34,33,626.96 |
| 31 | 25 mm thick | Sqm | 1870 | 1,948.25 | 36,43,227.5 |
| 32 | Size of Tile 600x600 mm | Sqm | 150 | 1,553.45 | 2,33,017.5 |
| 33 | Size of Tile 600 x 600 mm | Sqm | 90 | 1,464.85 | 1,31,836.5 |
| 34 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 3600 | 195.6 | 7,04,160 |
| 35 | 75 mm diameter | Metre | 80 | 248.8 | 19,904 |
| 36 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 37 | 110 mm | Each | 16 | 136.15 | 2,178.4 |
| 38 | 75x75x75 mm | Each | 16 | 144.3 | 2,308.8 |
| 39 | 110x110x110 mm | Each | 16 | 221.35 | 3,541.6 |
| 40 | 110 mm bend | Each | 16 | 150.35 | 2,405.6 |
| 41 | 110 mm Shoe | Each | 16 | 131.85 | 2,109.6 |
| 42 | 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 | 9100 | 738.65 | 67,21,715 |
| 43 | Ridges plain (500 - 600mm) | Metre | 24 | 532.35 | 12,776.4 |
| 44 | Barge board (Upto 300 mm) | Metre | 72 | 451.5 | 32,508 |
| 45 | Gutter (600 mm over all girth) | Metre | 240 | 1,313.7 | 3,15,288 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 450 | 347.05 | 1,56,172.5 |
| 47 | 1:6 (1 cement: 6 fine sand) | Sqm | 594.96 | 333.35 | 1,98,329.92 |
| 48 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 520 | 262.7 | 1,36,604 |
| 49 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 2200 | 193.7 | 4,26,140 |
| 50 | 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 | 210 | 176.25 | 37,012.5 |
| 51 | 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 | 2760 | 170.7 | 4,71,132 |
| 52 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 225 | 2,434.25 | 5,47,706.25 |
| 53 | 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 | 145 | 3,551.25 | 5,14,931.25 |
| 54 | Channels, angles, tees and flats | Kg | 40000 | 2.3 | 92,000 |
| 55 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 7200 | 113.35 | 8,16,120 |
| 56 | G.S. Sheet | Sqm | 8200 | 164.95 | 13,52,590 |
| 57 | 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 | 890 | 263.95 | 2,34,915.5 |
| 58 | Cement concrete prepared with batch mixing machine | cum | 54 | 10,529.35 | 5,68,584.9 |
| 59 | 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 | 1320 | 747.8 | 9,87,096 |
| 60 | 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 including 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 | 1060 | 3,439.5 | 36,45,870 |
| 61 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 14 | 2,648.85 | 37,083.9 |
| 62 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 16 | 14,999.15 | 2,39,986.4 |
| 63 | Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal. | Each | 6 | 18,088.45 | 1,08,530.7 |
| 64 | 25 mm nominal dia Pipes | Metre | 130 | 401.55 | 52,201.5 |
| 65 | 25 mm nominal dia Pipes | Metre | 190 | 627.25 | 1,19,177.5 |
| 66 | 50 mm nominal dia Pipes | Metre | 120 | 794.25 | 95,310 |
| 67 | 150 mm nominal dia Pipes | Metre | 100 | 6,822.7 | 6,82,270 |
| 68 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 69 | Circular shape 560 mm internal diameter | Each | 74 | 1,675.7 | 1,24,001.8 |
| 70 | 30 mm thick | Sqm | 30 | 4,346.7 | 1,30,401 |
| Schedule total | ₹7,30,98,503.22 | ||||
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