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Tender Value
₹16.3 Cr
EMD Value
₹32.6 L
Closing Date
31 Jul 2026, 3:00 pmClosed
Yes (up to 5 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WA/N
23 conditions · 8 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 - F - 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.
For Schedule-A and Schedule D- Similar Nature of work -Any Civil Engineering Work.(As per PCE circular no 71R, serial no 5.7) ( This technical eligibility criteria is for Construction of Platform, road,retaining wall, drain, overhead tank, room and other civil work as per engineer in charge for which the amount in advertised value of tender is Rs. 130062168.79 /-) i.e the similar nature work certificates should be as per this amount.
For Schedule-B, Schedule C and Schedule E - Similar Nature of Work - Any track work. (As per PCE circular no71R, serial no 1.1) (This technical eligibility criteria is for laying of track for RGM sidings and Extension of Loop Line No. 1 towards Surat side by 300 M for which the amount in the advertised value of tender is Rs. 2,78,77,497.17/-) i.e the similar nature work certificate/s should be as per this amount.
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-Ukaisongad - Providing RGM Siding at Maroli,Chalthan,Madhi & ukaisongad.and (2)Track work in connection with Ukai Songarh - Extension of Loop Line No. 1 towards Surat side by 300 M for utilize as full Goods loop with extension of platform for full length and provision of top OHE on TTM siding.(Composite Tender including Electrical Portion)
BCT-26-27-89
BCT-26-27-89
Open
Works - General
15 Months
Mumbai, Maharashtra
₹0
₹32.6 L
31 Jul 2026
9 Jul 2026
17 Jul 2026
317 items across 49 schedules · ₹3,58,65,002.63 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. | — | — | — | — | |
| 1 | All kinds of soil | cum | 7423 | 205.45 | 15,25,055.35 |
| 2 | 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 | 2185.9 | 253.95 | 5,55,109.31 |
| 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 | 1200 | 368.65 | 4,42,380 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 4 | All kinds of soil | cum | 820 | 104.5 | 85,690 |
| Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | — | — | — | — | |
| 5 | All kinds of soil | Sqm | 5000 | 28.15 | 1,40,750 |
| 6 | 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 | 20000 | 14.5 | 2,90,000 |
| 7 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 15000 | 7.4 | 1,11,000 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 8 | 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 | 870.1 | 7,365.15 | 64,08,417.02 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 9 | Foundations, footings, bases for columns | Sqm | 596.2 | 307.95 | 1,83,599.79 |
| Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : | — | — | — | — | |
| 10 | 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 | 480 | 15,762.45 | 75,65,976 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 795 | 307.95 | 2,44,820.25 |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 15180 | 669.55 | 1,01,63,769 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1240 | 766.55 | 9,50,522 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 2880 | 608.35 | 17,52,048 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1740 | 804.25 | 13,99,395 |
| 16 | Spiral staircases (including landing) | Sqm | 500 | 652.8 | 3,26,400 |
| 17 | Arches, domes, vaults up to 6 m span | Sqm | 180 | 1,826.25 | 3,28,725 |
| 18 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | 360 | 575.25 | 2,07,090 |
| 19 | Chimneys and shafts | Sqm | 850 | 669.55 | 5,69,117.5 |
| Extra for shuttering in circular work (20% of respective centering and shuttering items) [RATE = 20 %] | — | — | — | — | |
| PRE-CAST RCC | — | — | — | — | |
| 20 | 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 | 170 | 9,673.5 | 16,44,495 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 336155 | 89.65 | 3,01,36,295.75 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 210750 | 89.65 | 1,88,93,737.5 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural s o u r c e s , Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3161.55 | 8,683.8 | 2,74,54,267.89 |
| 24 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 280 | 8,825.35 | 24,71,098 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1657.5 | 10,306.2 | 1,70,82,526.5 |
| 26 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 570 | 10,477.75 | 59,72,317.5 |
| 27 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 1700.71 | 688.45 | 11,70,853.8 |
| MASONRY WORK | — | — | — | — | |
| EXPOSED BRICK WALL | — | — | — | — | |
| 28 | Providing and laying Autoclaved Aerated concrete blocks (AAC) masonry 150mm/230mm/300 mm thick AAC with Grade-1 blocks of density 551-650 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 seperately). | cum | 200 | 6,994.15 | 13,98,830 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| MISCELLANEOUS-WOOD WORK | — | — | — | — | |
| Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. | — | — | — | — | |
| 29 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 120 | 197.7 | 23,724 |
| STAINLESS STEEL FITTINGS | — | — | — | — | |
| Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc. complete : | — | — | — | — | |
| 30 | 100x60x2.50 mm | Each | 24 | 85.45 | 2,050.8 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : | — | — | — | — | |
| 31 | 250x10 mm | Each | 24 | 374.35 | 8,984.4 |
| GYPSUM BOARD PARTITIONS | — | — | — | — | |
| Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. | — | — | — | — | |
| 32 | 125 mm | Each | 16 | 100.45 | 1,607.2 |
| STEEL WORK | — | — | — | — | |
| 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 | 90000 | 111.95 | 1,00,75,500 |
| 34 | 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 | 6000 | 612.25 | 36,73,500 |
| FLOORING | — | — | — | — | |
| KOTA STONE FLOORING | — | — | — | — | |
| Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : | — | — | — | — | |
| 35 | 25 mm thick | Sqm | 2400 | 1,706.6 | 40,95,840 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 36 | Size of Tile 600x600 mm | Sqm | 1000 | 1,416.65 | 14,16,650 |
| Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the m a n u f a c t u r e r ) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. | — | — | — | — | |
| Glazed Vitrified tiles Matt/Antiskid finish of size | — | — | — | — | |
| 37 | Size of Tile 600 x 600 mm | Sqm | 300 | 1,311.05 | 3,93,315 |
| ROOFING | — | — | — | — | |
| Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 38 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. | — | — | — | — | |
| Coupler | — | — | — | — | |
| 39 | 110 mm | Each | 18 | 119.95 | 2,159.1 |
| Single tee with door | — | — | — | — | |
| 40 | 110x110x110 mm | Each | 10 | 205.45 | 2,054.5 |
| Bend 87.5 degrees | — | — | — | — | |
| 41 | 110 mm bend | Each | 10 | 132 | 1,320 |
| Shoe (Plain) | — | — | — | — | |
| 42 | 110 mm Shoe | Each | 4 | 115.95 | 463.8 |
| 43 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 1600 | 671.55 | 10,74,480 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | 1760 | 282 | 4,96,320 |
| Extra for plastering: | — | — | — | — | |
| 45 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1760 | 214.3 | 3,77,168 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : | — | — | — | — | |
| 46 | 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 | 1760 | 158.95 | 2,79,752 |
| Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. | — | — | — | — | |
| 47 | On steel work | Sqm | 800 | 201.7 | 1,61,360 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 48 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 80 | 2,007.1 | 1,60,568 |
| 49 | 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 | 120 | 2,928.1 | 3,51,372 |
| 50 | 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 | 5437.1 | 219.35 | 11,92,627.89 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| 51 | 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 | 1000 | 865.8 | 8,65,800 |
| CONCRETE PAVEMENTS | — | — | — | — | |
| Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). | — | — | — | — | |
| 52 | Cement concrete prepared with batch mixing machine | cum | 120 | 9,492.9 | 11,39,148 |
| MISCELLANEOUS | — | — | — | — | |
| 53 | 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 | 200 | 951 | 1,90,200 |
| SANITARY INSTALLATIONS | — | — | — | — | |
| Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: | — | — | — | — | |
| 54 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 5,781.35 | 57,813.5 |
| Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 55 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 5,540.55 | 1,10,811 |
| Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | — | — | — | — | |
| 56 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 20 | 5,268.85 | 1,05,377 |
| Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: | — | — | — | — | |
| 57 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,275 | 22,750 |
| 58 | 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 | 10 | 1,411.15 | 14,111.5 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.-Internal work - Exposed on wall | — | — | — | — | |
| 59 | 25 mm nominal dia Pipes | Metre | 400 | 408.55 | 1,63,420 |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.- External work | — | — | — | — | |
| 60 | 50 mm nominal dia Pipes | Metre | 200 | 811.85 | 1,62,370 |
| 61 | 100 mm nominal dia Pipes | Metre | 400 | 2,811.75 | 11,24,700 |
| Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall | — | — | — | — | |
| 62 | 50 mm dia nominal bore | Metre | 1200 | 893.2 | 10,71,840 |
| C.P. BRASS FITTINGS | — | — | — | — | |
| Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : | — | — | — | — | |
| 63 | 15 mm nominal bore | Each | 20 | 434.2 | 8,684 |
| Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | — | — | — | — | |
| 64 | 15 mm nominal bore | Each | 20 | 594.75 | 11,895 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| PREFAB/PRECAST TECHNOLOGY | — | — | — | — | |
| Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) | — | — | — | — | |
| 65 | 30 mm thick | Sqm | 20 | 3,954 | 79,080 |
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