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Tender Value
₹20.2 Cr
EMD Value
₹40.4 L
Closing Date
24 Jun 2026, 3:00 pmClosed
Yes (up to 2 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
AGC GSU
15 conditions · 4 needing a document upload
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-VIB of GCC-2022, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Similar Nature of Work- Any civil engineering work including building work.
Bid Capacity: For tenders having advertised value more than Rs 10 crore wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. The tender/ technical bid will be evaluated based on bid capacity formula detailed as Annexure-VI of GCC 2022.
46 conditions · 15 needing a document upload
Uploading a scanned copy of the memorandum of understanding in the case of a JV firm (as per Proforma-7)
Have you submitted details regarding the type and ownership details of the firm.
Have yousubmittedrequisiteperformance detailsagainst technicaland financial eligibility criteria
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Please 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.
Tenderers are required to quote their permanent Account Number in the tender document.
Please submit your bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
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.
Audited Balance Sheet duly certified by the Chartered Accountant etc regarding contractual payments received in the past.
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
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
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.
(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 5.5.1 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.
Non-compliance with any of the conditions set forth therein above is liable to result in the tender being rejected.
The accepted rates shall be deemed to include and cover all fees, taxes, duties, royalties, rent etc.
Income Tax, Surcharge thereof, Goods & Service Tax (GST Act, 2017) and any other applicable tax shall be recovered from contractor's bill as per rule in force.
Implementation of GST Act, 2017 - Procedure for payment of Contractual bill is given in General Instructions attached in document. Please go through the procedure before submission of the offer.
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 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 tenderer whether sole proprietor / a company or a partnership firm / joint venture (JV) /registered society / registered trust / HUF / LLP etc if they want to act through agent or individual partner(s), should submit along with the tender, a copy of power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, specifically authorizing him/them to sign the tender, submit the tender and further to deal with the Tender/ Contract up to the stage of signing the agreement except in case where such specific person is authorized for above purposes through a provision made in the partnership deed / Memorandum of Understanding / Article of Association /Board resolution, failing which tender shall be summarily rejected. A separate power of attorney duly stamped and authenticated by a Notary Public or by Magistrate in favour of the specific person whether he/they be partner(s) of the firm or any other person, shall be submitted after award of work, specifically authorizing him/them to deal with all other contractual activities subsequent to signing of agreement, if required. Note: A Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued. However, the Power of Attorney provided by Bidders from countries that have signed the Hague Legislation Convention 1961 are not required to be legalized by the Indian Embassy if it carries a conforming Apostille certificate.
The tenderer will give full information ( in annexure-1) as to the date of retirement of such Engineer or gazetted officer from the said service and as to whether permission for taking such contract, or if the Contractor be a partnership firm or an incorporated company, to become a partner or director as the case may be, has been obtained by the tenderer or the Engineer or officer, as the case may be from the President of India or any officer, duly authorized by him in this behalf, shall be clearly stated in writing at the time of submitting the tender,if a tenderer is - i) be a retired Engineer of the gazetted rank or any other gazetted officer working before his retirement, whether in the executive or administrative capacity or whether holding a pensionable post or not, in the Engineering or any other department of any of the railways owned and administered by the President of India for the time being, OR ii) being partnership firm / joint venture (JV) / registered society / registered trust etc have as one of its partners/members a retired Engineer of the gazetted rank or any other gazetted officer working before his retirement, OR iii) being an incorporated company have any such retired Engineer of the gazetted rank or any other gazetted officer working before his retirement as one of its directors AND in case where such Engineer or officer had not retired from government service at least 1 year prior to the date of submission of the tender
If a tenderer or Contractor being an individual, have member(s) of his family or in the case of partnership firm/ company / joint venture (JV) / registered society / registered trust etc. one or more of his partner(s)/shareholder(s) or member(s) of the family of partner(s)/shareholder(s) having share of more than 1% in the tendering entity employed in gazetted capacity in the Engineering or any other department of the railway, then the tenderer at the time of submission of tender, will inform the authority inviting tenders the details of such persons. ( in annexure-1)
An undertaking shall be submitted ( in Annexure-V & VA attached as document) by sole proprietorship firm, HUF, JV, LLP, Company registered under companies Act 2013 that he/they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of opening of bids, either in their individual capacity or in any firm in which they were / are partners. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
In case of partnership firm an undertaking ( in Annexure-V & VA attached as document)shall be submitted by all partners of the partnership firm that they are not blacklisted or debarred by Railways or any 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 in which they were / are partners. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the General Conditions of Contract.
Please furnish list of works on hand indicating Description of work, Contract Value, Approximate value of balance work yet to be done and date of award.
Please furnish list of works completed during last 07 (seven) years, ending last day of month previous to the one in which tender is invited giving Description of work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of completion. Date of actual start, Actual Completion and Final value of Contract shall also be given.
Please furnish statement of deviations from tender conditions, if any.
Please furnish declaration/documents for constitution of the firm.
Please furnish statement of contractual payment received during last three financial years & current financial year giving name of work, name of client, address & contact no. of the client, value of work done.
Provision of Shunting Neck (BXN end) and a Pit line at AGC
DYCE-GS-AGC-02-2026R1
DYCE-GS-AGC-02-2026R1
Open
Works - General
12 Months
Agra, Uttar Pradesh
₹0
₹40.4 L
24 Jun 2026
2 Jun 2026
10 Jun 2026
334 items across 3 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 17,10,55,887.7 | ||
| — | — | — | Above/ 3478056.25 Below/P | ||
| EARTH WORK // Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. // All kinds of soil. | — | 12125.00 | — | — | |
| — | — | — | Above/ 958661.25 Below/P | ||
| EARTH WORK // 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. | — | 3775.00 | — | — | |
| — | — | — | Above/ 1080600.00 Below/P | ||
| EARTH WORK // Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | — | 500.00 | — | — | |
| — | — | — | Above/ 7250.00 Below/P | ||
| EARTH WORK // 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. | — | 500.00 | — | — | |
| — | — | — | Above/ 1546681.50 Below/P | ||
| 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 : // 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) | — | 210.00 | — | — | |
| — | — | — | Above/ 5125050.00 Below/P | ||
| 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 : // 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) | — | 750.00 | — | — | |
| — | — | — | Above/ 8004300.00 Below/P | ||
| 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 : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | — | 1200.00 | — | — | |
| — | — | — | Above/ 272660.00 Below/P | ||
| CONCRETE WORK // MISCELLANEOUS // Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand(Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | — | 400.00 | — | — | |
| — | — | — | Above/ 4319382.25 Below/P | ||
| CONCRETE WORK // MISCELLANEOUS // Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, 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 and finishing 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 110% of the minimum specified 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 : // Concrete of M20 grade with minimum cement content of 270 kg /cum | — | 515.00 | — | — | |
| — | — | — | Above/ 893055.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete | — | 2900.00 | — | — | |
| — | — | — | Above/ 2912890.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform | — | 3800.00 | — | — | |
| — | — | — | Above/ 1752048.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressumers and cantilevers | — | 2880.00 | — | — | |
| — | — | — | Above/ 3377850.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts | — | 4200.00 | — | — | |
| — | — | — | Above/ 542725.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de- shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). // Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | — | 1700.00 | — | — | |
| — | — | — | Above/ 72760.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // FORM WORK // Edges of slabs and breaks in floors and walls // Under 20 cm wide | — | 400.00 | — | — | |
| — | — | — | Above/ 28419050.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. | — | 317000.00 | — | — | |
| — | — | — | Above/ 5379000.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. | — | 60000.00 | — | — | |
| — | — | — | Above/ 25880.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // Providing and fixing sheet covering over expansion joints with iron screws as per design. // Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | — | 400.00 | — | — | |
| — | — | — | Above/ 22794975.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // 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 sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, 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 // Concrete of M25 grade with minimum cement content of 330 kg /cum | — | 2625.00 | — | — | |
| — | — | — | Above/ 11697537.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // 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 sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, 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 above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum | — | 1135.00 | — | — | |
| — | — | — | Above/ 688450.00 Below/P | ||
| REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Add for using extra cement in the items of design mix over and above the specified cement content therein. | — | 1000.00 | — | — | |
| — | — | — | Above/ 6365850.00 Below/P | ||
| MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:4 (1 cement : 4 coarse sand) | — | 925.00 | — | — | |
| — | — | — | Above/ 7660890.00 Below/P | ||
| MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : // Cement mortar 1:4 (1 cement : 4 coarse sand) | — | 900.00 | — | — | |
| — | — | — | Above/ 584897.50 Below/P | ||
| CLADDING WORK // STONE WORK DRY CLADDING // 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. | — | 550.00 | — | — | |
| — | — | — | Above/ 789461.70 Below/P | ||
| WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). // Second class teak wood | — | 6.00 | — | — | |
| — | — | — | Above/ 481578.50 Below/P | ||
| WOOD AND P.V.C. WORK // Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) // Second class teak wood // 35 mm thick shutters | — | 130.00 | — | — | |
| — | — | — | Above/ 245432.00 Below/P | ||
| WOOD AND P.V.C. WORK // Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) // Float glass panes // 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | — | 110.00 | — | — | |
| — | — | — | Above/ 188195.00 Below/P | ||
| WOOD AND P.V.C. WORK // Providing and fixing 25 mm thick shutters for cup board etc. : // Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: // 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | — | 100.00 | — | — | |
| — | — | — | Above/ 10275.60 Below/P | ||
| WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | — | 12.00 | — | — | |
| — | — | — | Above/ 23427.00 Below/P | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : // 300x16 mm | — | 90.00 | — | — | |
| — | — | — | Above/ 8172.00 Below/P | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 200x10 mm | — | 90.00 | — | — | |
| — | — | — | Above/ 6799.50 Below/P | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 150x10 mm | — | 90.00 | — | — | |
| — | — | — | Above/ 25521.25 Below/P | ||
| WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) // Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 125 mm | — | 425.00 | — | — | |
| — | — | — | Above/ 28577.50 Below/P | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | — | 70.00 | — | — | |
| — | — | — | Above/ 55239.75 Below/P | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. // 30 mm thick pre laminated PVC door shutters | — | 22.50 | — | — | |
| — | — | — | Above/ 103140.00 Below/P | ||
| WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. // 1.0 mm thick | — | 135.00 | — | — | |
| — | — | — | Above/ 605427.75 Below/P | ||
| WOOD AND P.V.C. WORK // Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : // 35 mm thick shutters // With ISI marked M.S. pressed butt hinges bright finished of required size // Second class teak wood | — | 135.00 | — | — | |
| — | — | — | Above/ 161488.75 Below/P | ||
| WOOD AND P.V.C. WORK // Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws : // Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. // With 2nd class teak wood beading 62X19 mm | — | 115.00 | — | — | |
| — | — | — | Above/ 930500.00 Below/P | ||
| STEEL WORK // 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. | — | 10000.00 | — | — | |
| — | — | — | Above/ 2239000.00 Below/P | ||
| STEEL WORK // 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. | — | 20000.00 | — | — | |
| — | — | — | Above/ 262963.25 Below/P | ||
| STEEL WORK // Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. // Using M.S. angels 40x40x6 mm for diagonal braces | — | 55.00 | — | — | |
| — | — | — | Above/ 90264.00 Below/P | ||
| STEEL WORK // Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. // 80x1.25 mm M.S. laths with 1.25 mm thick top cover | — | 30.00 | — | — | |
| — | — | — | Above/ 1696.80 Below/P | ||
| STEEL WORK // Providing and fixing ball bearing for rolling shutters. | — | 4.00 | — | — | |
| — | — | — | Above/ 33261.00 Below/P | ||
| STEEL WORK // Extra for providing mechanical device chain and crank operation for operating rolling shutters. // Exceeding 10.00 sqm and upto 16.80 sqm in the area | — | 30.00 | — | — | |
| — | — | — | Above/ 63057.50 Below/P | ||
| STEEL WORK // Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. // Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | — | 550.00 | — | — | |
| — | — | — | Above/ 464700.00 Below/P | ||
| STEEL WORK // Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. // Hot finished welded type tubes | — | 3000.00 | — | — | |
| — | — | — | Above/ 398440.00 Below/P | ||
| STEEL WORK // Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | — | 2800.00 | — | — | |
| — | — | — | Above/ 28209.00 Below/P | ||
| STEEL WORK // Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : // 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | — | 30.00 | — | — | |
| — | — | — | Above/ 371460.00 Below/P | ||
| FLOORING // 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | — | 400.00 | — | — | |
| — | — | — | Above/ 2337472.50 Below/P | ||
| FLOORING // 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. // Size of Tile 600x600 mm | — | 1650.00 | — | — | |
| — | — | — | Above/ 175980.00 Below/P | ||
| FLOORING // VITRIFIED FLOOR TILES // Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. // Size of Tile 600x600 mm | — | 120.00 | — | — | |
| — | — | — | Above/ 55956.25 Below/P | ||
| 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. // 110 mm diameter | — | 175.00 | — | — | |
| — | — | — | Above/ 17160.00 Below/P | ||
| ROOFING // 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. // Bend 87.5 degrees // 110 mm bend | — | 130.00 | — | — | |
| — | — | — | Above/ 201465.00 Below/P | ||
| ROOFING // 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. // 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. | — | 300.00 | — | — | |
| — | — | — | Above/ 2789915.00 Below/P | ||
| FINISHING // CEMENT PLASTER (IN COARSE SAND) // 15 mm cement plaster on rough side of single or half brick wall of mix: // 1:4 (1 cement: 4 coarse sand) | — | 7870.00 | — | — | |
| — | — | — | Above/ 476916.00 Below/P | ||
| FINISHING // CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT // 12 mm cement plaster finished with a floating coat of neat cement of mix : // 1:4 (1 cement: 4 fine sand) | — | 1320.00 | — | — | |
| — | — | — | Above/ 812750.00 Below/P | ||
| FINISHING // Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : // New work (two or more coats) over and including water thinnable priming coat with cement primer | — | 5000.00 | — | — | |
| — | — | — | Above/ 925395.00 Below/P | ||
| FINISHING // EXTERIOR FINISHING // Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: // New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | — | 5700.00 | — | — | |
| — | — | — | Above/ 105270.00 Below/P | ||
| FINISHING // Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : // Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | — | 550.00 | — | — | |
| — | — | — | Above/ 650212.50 Below/P | ||
| FINISHING // Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | — | 5250.00 | — | — | |
| — | — | — | Above/ 87000.00 Below/P | ||
| FINISHING // 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge. | — | 400.00 | — | — | |
| — | — | — | Above/ 622201.00 Below/P | ||
| 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. // Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | — | 310.00 | — | — | |
| — | — | — | Above/ 790587.00 Below/P | ||
| DISMANTLING AND DEMOLISHING // 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. | — | 270.00 | — | — | |
| — | — | — | Above/ 1800357.00 Below/P | ||
| DISMANTLING AND DEMOLISHING // Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. // In cement mortar | — | 1060.00 | — | — | |
| — | — | — | Above/ 2800.00 Below/P | ||
| DISMANTLING AND DEMOLISHING // Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: // R.S. Joists | — | 1000.00 | — | — | |
| — | — | — | Above/ 10450.00 Below/P | ||
| DISMANTLING AND DEMOLISHING // Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: // Channels, angles, tees and flats | — | 5500.00 | — | — | |
| — | — | — | Above/ 547932.50 Below/P | ||
| DISMANTLING AND DEMOLISHING // Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : // Water bound macadam road | — | 3050.00 | — | — | |
| — | — | — | Above/ 1078632.50 Below/P | ||
| DISMANTLING AND DEMOLISHING // Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : // bituminous road | — | 3050.00 | — | — | |
| — | — | — | Above/ 577600.00 Below/P | ||
| ROAD WORK // ROADS // Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re- rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | — | 3200.00 | — | — | |
| — | — | — | Above/ 620032.00 Below/P | ||
| ROAD WORK // ROADS // Supplying and stacking at site. // 90 mm to 45 mm size stone aggregate | — | 320.00 | — | — | |
| — | — | — | Above/ 519840.00 Below/P | ||
| ROAD WORK // ROADS // Supplying and stacking at site. // 63 mm to 45 mm size stone aggregate | — | 320.00 | — | — | |
| — | — | — | Above/ 587920.00 Below/P | ||
| ROAD WORK // ROADS // Supplying and stacking at site. // 53 mm to 22.4 mm size stone aggregate | — | 320.00 | — | — | |
| — | — | — | Above/ 133245.00 Below/P | ||
| ROAD WORK // ROADS // Supplying and stacking at site. // Moorum | — | 150.00 | — | — | |
| — | — | — | Above/ 831168.00 Below/P | ||
| ROAD WORK // ROADS // 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 . | — | 960.00 | — | — | |
| — | — | — | Above/ 30360.00 Below/P | ||
| ROAD WORK // ROADS // Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : // With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | — | 50.00 | — | — | |
| — | — | — | Above/ 570080.00 Below/P | ||
| ROAD WORK // SURFACE DRESSING // Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete: | — | 3200.00 | — | — | |
| — | — | — | Above/ 37120.00 Below/P | ||
| ROAD WORK // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // With rapid setting bitumen emulsion // On W.B.M / W.M.M. @ 0.4kg/sqm | — | 3200.00 | — | — | |
| — | — | — | Above/ 3950.00 Below/P | ||
| ROAD WORK // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // With rapid setting bitumen emulsion // On bituminous surface @ 0.25kg/sqm | — | 500.00 | — | — | |
| — | — | — | Above/ 255520.00 Below/P | ||
| ROAD WORK // SEAL COAT // Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | — | 3200.00 | — | — | |
| — | — | — | Above/ 1939100.00 Below/P | ||
| ROAD WORK // MISCELLANEOUS // Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. // 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | — | 250.00 | — | — | |
| — | — | — | Above/ 210600.00 Below/P | ||
| ROAD WORK // MISCELLANEOUS // Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | — | 1200.00 | — | — | |
| — | — | — | Above/ 140238.75 Below/P | ||
| ROAD WORK // MISCELLANEOUS // Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67- 2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). // Overhead informatory road signage | — | 25.00 | — | — | |
| — | — | — | Above/ 155950.00 Below/P | ||
| ROAD WORK // MISCELLANEOUS // 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. | — | 250.00 | — | — | |
| — | — | — | Above/ 951000.00 Below/P | ||
| ROAD WORK // MISCELLANEOUS // 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. | — | 1000.00 | — | — | |
| — | — | — | Above/ 646016.25 Below/P | ||
| ROAD WORK // MISCELLANEOUS // Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | — | 75.00 | — | — | |
| — | — | — | Above/ 1011200.00 Below/P | ||
| ROAD WORK // MISCELLANEOUS // Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. // 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | — | 1000.00 | — | — | |
| — | — | — | Above/ 405658.25 Below/P | ||
| ROAD WORK // MISCELLANEOUS // Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | — | 155.00 | — | — | |
| — | — | — | Above/ 69376.20 Below/P | ||
| 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: // White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | — | 12.00 | — | — | |
| — | — | — | Above/ 66486.60 Below/P | ||
| SANITARY INSTALLATIONS // 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 : // W.C. pan with ISI marked white solid plastic seat and lid | — | 12.00 | — | — | |
| — | — | — | Above/ 45930.00 Below/P | ||
| SANITARY INSTALLATIONS // 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: // White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | — | 24.00 | — | — | |
| — | — | — | Above/ 90126.75 Below/P | ||
| SANITARY INSTALLATIONS // Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : // Kitchen sink with drain board // 510x1040 mm bowl depth 250 mm | — | 15.00 | — | — | |
| — | — | — | Above/ 7184.40 Below/P | ||
| SANITARY INSTALLATIONS // Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | — | 24.00 | — | — | |
| — | — | — | Above/ 3159.60 Below/P | ||
| SANITARY INSTALLATIONS // Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | — | 24.00 | — | — | |
| — | — | — | Above/ 2182.80 Below/P | ||
| SANITARY INSTALLATIONS // Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. // Semi rigid pipe // 32 mm dia | — | 24.00 | — | — | |
| — | — | — | Above/ 2504.40 Below/P | ||
| SANITARY INSTALLATIONS // Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. // Flexible pipe // 32 mm dia | — | 24.00 | — | — | |
| — | — | — | Above/ 33867.60 Below/P | ||
| SANITARY INSTALLATIONS // 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. | — | 24.00 | — | — | |
| — | — | — | Above/ 81275.00 Below/P | ||
| 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 // 20 mm nominal dia Pipes | — | 250.00 | — | — | |
| — | — | — | Above/ 102137.50 Below/P | ||
| 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 // 25 mm nominal dia Pipes | — | 250.00 | — | — | |
| — | — | — | Above/ 556200.00 Below/P | ||
| 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 // 50 mm nominal dia Pipes | — | 600.00 | — | — | |
| — | — | — | Above/ 98240.00 Below/P | ||
| WATER SUPPLY // C.P.V.C. PIPES // 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 // 25 mm dia nominal bore | — | 200.00 | — | — | |
| — | — | — | Above/ 1607760.00 Below/P | ||
| WATER SUPPLY // C.P.V.C. PIPES // 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 // 50 mm dia nominal bore | — | 1800.00 | — | — | |
| — | — | — | Above/ 75685.00 Below/P | ||
| WATER SUPPLY // C.P.V.C. PIPES // Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : // 50 to 80 mm nominal bore | — | 50.00 | — | — | |
| — | — | — | Above/ 61468.50 Below/P | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 100 mm diameter // Class I | — | 15.00 | — | — | |
| — | — | — | Above/ 194000.00 Below/P | ||
| WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // 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. | — | 20000.00 | — | — | |
| — | — | — | Above/ 85806.00 Below/P | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. // 15 mm nominal bore | — | 120.00 | — | — | |
| — | — | — | Above/ 71370.00 Below/P | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. // 15 mm nominal bore | — | 120.00 | — | — | |
| — | — | — | Above/ 7404.00 Below/P | ||
| WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | — | 120.00 | — | — | |
| — | — | — | Above/ 4470.00 Below/P | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. // 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | — | 20.00 | — | — | |
| — | — | — | Above/ 5407680.00 Below/P | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : // Up to 600 mm dia | — | 300.00 | — | — | |
| — | — | — | Above/ 4624800.00 Below/P | ||
| WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : // 100 mm dia Ductile Iron Double Flanged | — | 3000.00 | — | — | |
| — | — | — | Above/ 186840.00 Below/P | ||
| DRAINAGE // STONE WARE PIPES AND FITTINGS // Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : // 200 mm diameter | — | 225.00 | — | — | |
| — | — | — | Above/ 287257.50 Below/P | ||
| DRAINAGE // STONE WARE PIPES AND FITTINGS // Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all- round S.W. pipes including bed concrete as per standard design : // 200 mm diameter S.W. pipe | — | 225.00 | — | — | |
| — | — | — | Above/ 856947.50 Below/P | ||
| DRAINAGE // Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: // Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : // 300 mm dia. R.C.C. pipe | — | 950.00 | — | — | |
| — | — | — | Above/ 3407565.00 Below/P | ||
| DRAINAGE // Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: // Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : // 450 mm dia. R.C.C. pipe | — | 2300.00 | — | — | |
| — | — | — | Above/ 2333500.00 Below/P | ||
| PILE WORK // Providing, driving with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) : // 400 mm dia piles | — | 1000.00 | — | — | |
| — | — | — | Above/ 1354412.50 Below/P | ||
| WATER PROOFING // Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per sqm including preparation of surface but excluding grading, complete. | — | 1750.00 | — | — | |
| — | — | — | Above/ 638413.75 Below/P | ||
| WATER PROOFING // Grading roof for water proofing treatment with // Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | — | 85.00 | — | — |
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