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Tender Value
₹4.6 Cr
EMD Value
₹9.3 L
Closing Date
7 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
NORTH
15 conditions · 4 needing a document upload
The Minimum Eligibility Criteria for open tenders costing Rs.50 Lakhs & above is given below:-Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, 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 for Standard Technical Criteria (1.1.1): Similar Nature Of Work: For Civil work: "Any civil engineering work involving construction of RCC framed building(s). The cost component of RCC building(s) shall be at least 30% of tendered value." For Electrical work: "Electrification/Rewiring of Service or Residential Buildings/Yard/ HT/LT Sub-Station work/ HT/LT Cable work; Street Lighting/ Platform or Building Lighting management/Circulating Area lighting/Electrical Overhead Power. Supply Work/Electrical pump work etc."
18 conditions · 1 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.
Documents to be Submitted Along with Tender: (i) 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.
Following documents shall be submitted by the tenderer
(a)Sole Proprietorship Firm: (i) All documents in terms of Para 10 of the Tender Form (Second Sheet) of General Conditions of Contract-2022 and Para 1.0 of Minimum Eligibility Criteria of Instructions/Special Conditions to the tenderers of tender document and as amended/corrected upto latest correction slip.
(b)HUF: (i) A copy of notarized affidavit on Stamp Paper declaring that he who is submitting the tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided Family (HUF) and he has the authority, power and consent given by other members to act on behalf of HUF. (ii) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of General Conditions of Contract-2022 and Para 1.0 of Minimum Eligibility Criteria of Instructions/Special Conditions to the tenderers of tender document and as amended/corrected upto latest correction slip.
(c)Partnership Firm: (i) All documents as mentioned in Para18 of the Tender Form (Second Sheet) of General Conditions of Contract-2022 andPara17 of the Tender Form (Second Sheet) of Instructions to the tenderers and conditions of tender of tender document and as amended/corrected upto latest correction slip
(d)Joint Venture (JV): All documents as mentioned in Para 17 of the Tender Form (Second Sheet)of General Conditions of Contract-2022 and Para16 of the Tender Form (Second Sheet) of Instructions to the tenderers and conditions of tender of tender document and as amended/corrected upto latest correction slip.
(e)Company registered under Companies Act2013: (i) The copies of MOA (Memorandum of Association) / AOA (Articles of Association) of the company (ii) A copy of Certificate of Incorporation (iii)A copy of Authorization/Power of Attorney issued by the Company (backed by the resolution of Board of Directors) in favour of the individual to sign the tender on behalf of the company and create liability against the company. (iv)All other documents in terms Para 10 of the Tender Form (Second Sheet) of General Conditions of Contract-2022 and Para 1.0 of Minimum Eligibility Criteria of Instructions/Special Conditions to the tenderers of tender document and as amended/corrected upto latest correction slip.
(f)LLP (Limited Liability Partnership): (i)A copy of LLP Agreement (ii)A copy of Certificate of Incorporation (iii)A copy of Power of Attorney/Authorization issued by the LLP in favour of the individual to sign the tender on behalf of the LLP and create liability against the LLP. (v)An undertaking by all partners of the LLP that they are not blacklisted or debarred by Railways or any other Ministry / Department of the Govt. of India from participation in tenders / contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were / are partners/members. Concealment / wrong information in regard to above shall make the contract liable for determination under Clause 62 of the Standard General Conditions of Contract. (v)All other documents in terms of Para 10 of the Tender Form (Second Sheet) of General Conditions of Contract-2022 and Para 1.0 of Minimum Eligibility Criteria of Instructions/Special Conditions to the tenderers of tender document and as amended/corrected upto latest correction slip.
(g)Registered Society & Registered Trust: (i) A copy of Certificate of Registration (ii) A copy of Memorandum of Association of Society/Trust Deed (iii) A copy of Power of Attorney in favour of the individual to sign the tender documents and create liability against the Society/Trust. (iv) Acopy of Rules & Regulations of the Society (v) All other documents in terms of Para 10 of the Tender Form (Second Sheet) of General Conditions of Contract- 2022 and Para 1.0 of Minimum Eligibility Criteria of Instructions/Special Conditions to the tenderers of tender document and as amended/corrected upto latest correction slip. (iii)If it is NOT mentioned in the submitted tender that tender is being submitted on behalf of a Sole Proprietorship firm / Partnership firm / Joint Venture / Registered Company etc., then the tender shall be treated as having been submitted by the individual who has signed the tender. (iv)After opening of the tender, any document pertaining to the constitution of Sole Proprietorship Firm / Partnership Firm / Registered Company/ Registered Trust / Registered Society / HUF/LLP etc. shall be neither asked nor considered, if submitted. Further, no suo moto cognizance of any document available in public domain (i.e., on internet etc.) or in Railway's record/office files etc. will be taken for consideration of the tender, if no such mention is available in tender offer submitted. (v) A tender from JV shall be considered only where permissible as per the tender conditions. (vi) The Railway will not be bound by any change of power of attorney or in the composition of the firm made subsequent to the submission of tender. Railway may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
Sole proprietor/a company or a partnership firm/joint venture (JV)/registered society/registered trust / HUF/LLP, Power of Attorney etc: The tenderer whether sole proprietor/ a company or a partnership firm/ 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 f\lather to dealwith 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 shallbe 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 allother contractualactivities 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 Appostille certificate
Bordhai--Soft Upgrade of Bordhai (NSG-5) Railway Station (NSG-5) of Nagpur Division PH-53.
DRMWNGP-77-2026-02
DRMWNGP-77-2026-02
Open
Works - General
9 Months
Nagpur, Maharashtra
₹0
₹9.3 L
7 Aug 2026
16 Jul 2026
24 Jul 2026
185 items across 10 schedules · ₹5,89,85,131.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (a) All kinds of soil. (DSR-2023 DIRECTORY ITEM CODE - 2.8.1) | cum | 435.00 | 260.3 | 1,13,230.5 |
| 2 | EARTH WORK:- Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. (DSR-2023 DIRECTORY ITEM CODE - 2.25A) | cum | 550.00 | 700.5 | 3,85,275 |
| 3 | CONCRETE WORK:- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (a) 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). (DSR-2023 DIRECTORY ITEM CODE - 4.1.5) | cum | 45.00 | 7,294.7 | 3,28,261.5 |
| 4 | CONCRETE WORK:- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (b) 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). (DSR-2023 DIRECTORY ITEM CODE - 4.1.6) | cum | 19.00 | 7,178.75 | 1,36,396.25 |
| 5 | CONCRETE WORK:- Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). (DSR-2023 DIRECTORY ITEM CODE - 4.11) | Sqm | 90.00 | 495.75 | 44,617.5 |
| 6 | REINFORCED CEMENT CONCRETE:- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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 sizederived from natural sources). (DSR- 2023 DIRECTORY ITEM CODE - 5.3) | cum | 1270.00 | 11,505.5 | 1,46,11,985 |
| 7 | REINFORCED CEMENT CONCRETE:- Centering and shuttering including strutting, propping etc. and removal of form for : (a) Foundations, footings, bases of columns, etc. for mass concrete. (DSR- 2023 DIRECTORY ITEM CODE - 5.9.1) | Sqm | 205.00 | 392.15 | 80,390.75 |
| 8 | REINFORCED CEMENT CONCRETE:- Centering and shuttering including strutting, propping etc. and removal of form for : (b) Lintels, beams, plinth beams, girders, bressumers and cantilevers. (DSR- 2023 DIRECTORY ITEM CODE -5.9.5) | Sqm | 330.00 | 736.4 | 2,43,012 |
| 9 | REINFORCED CEMENT CONCRETE:- Centering and shuttering including strutting, propping etc. and removal of form for : (c) Columns, Pillars, Piers, Abutments, Posts and Struts. (DSR-2023 DIRECTORY ITEM CODE - 5.9.6) | Sqm | 360.00 | 961.3 | 3,46,068 |
| 10 | REINFORCED CEMENT CONCRETE:- 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). (DSR-2023 DIRECTORY ITEM CODE - 5.12) | cum | 3.50 | 10,585.9 | 37,050.65 |
| 11 | REINFORCED CEMENT CONCRETE:- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR-2023 DIRECTORY ITEM CODE - 5.22.6) | Kg | 108000.00 | 107.85 | 1,16,47,800 |
| 12 | REINFORCED CEMENT 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.(a) All works upto plinth level (i) Concrete of M25 grade with minimum cement content of 330 kg /cum. (DSR-2023 DIRECTORY ITEM CODE - 5.33.1.1) | cum | 90.00 | 9,504.75 | 8,55,427.5 |
| 13 | REINFORCED CEMENT 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (b) All works above plinth level upto floor V level (i) Concrete of M25 grade with minimum cement content of 330 kg /cum. (DSR-2023 DIRECTORY ITEM CODE - 5.33.2.1) | cum | 50.00 | 9,860.4 | 4,93,020 |
| 14 | MASONRY WORK:- Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : (a) Cement mortar 1:6 (1 cement : 6 Coarse sand). (DSR-2023 DIRECTORY ITEM CODE - 6. 34. 2) | cum | 255.00 | 8,752.55 | 22,31,900.25 |
| 15 | CLADDING WORK:- Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. (a) Granite stone slab colour black, Cherry/Ruby red. (i) Area of slab over 0.50 sqm. (DSR-2023 DIRECTORY ITEM CODE - 8.2.2.2) | Sqm | 55.00 | 5,136.3 | 2,82,496.5 |
| 16 | CLADDING WORK:- Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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. (DSR-2023 DIRECTORY ITEM CODE - 8.31) | Sqm | 350.00 | 1,267.95 | 4,43,782.5 |
| 17 | WOOD AND P.V.C WORK:- Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (a) 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. (DSR-2023 DIRECTORY ITEM CODE - 9.20.2) | Sqm | 40.00 | 3,167.95 | 1,26,718 |
| 18 | WOOD AND P.V.C 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. (a) Fixed to steel windows by welding. (DSR-2023 DIRECTORY ITEM CODE - 9.48.1) | Kg | 1000.00 | 219.1 | 2,19,100 |
| 19 | WOOD AND P.V.C WORK:- Providing and fixing ISI marked IS:1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete (Copper oxidised as per IS 1378: (a) 100x58x1.90 mm. (DSR- 2023 DIRECTORY ITEM CODE - 9.55.2) | Each | 85.00 | 45 | 3,825 |
| 20 | WOOD AND P.V.C WORK:- Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (a) 300x16 mm. (DSR-2023 DIRECTORY ITEM CODE - 9. 62. 1) | Numbers | 35.00 | 216.55 | 7,579.25 |
| 21 | WOOD AND P.V.C WORK:- Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (a) 150x10 mm. (DSR-2023 DIRECTORY ITEM CODE - 9.63.3) | Each | 35.00 | 59.45 | 2,080.75 |
| 22 | WOOD AND P.V.C WORK:- 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 : (a) 100mm. (DSR-2023 DIRECTORY ITEM CODE - 9.100.2) | Each | 55.00 | 59.55 | 3,275.25 |
| 23 | WOOD AND P.V.C WORK:- Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 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. (DSR-2023 DIRECTORY ITEM CODE - 9.119) | Metre | 50.00 | 492.7 | 24,635 |
| 24 | WOOD AND P.V.C WORK:- 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 30mm 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 75 mm 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. (a)30 mm thick plain PVC door shutters. (DSR-2023 DIRECTORY ITEM CODE - 9.120.1) | Sqm | 22.00 | 3,182.95 | 70,024.9 |
| 25 | WOOD AND P.V.C WORK:- Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (ii) Sites with structure height more than 20m for all wind speeds. (a) Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. (i) Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 meter) (DSR-2023 DIRECTORY ITEM CODE - 9.147.A1.1) | Sqm | 55.00 | 8,298.85 | 4,56,436.75 |
| 26 | 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.(DSR-2023 DIRECTORY ITEM CODE - 10.2) | Kg | 1800.00 | 133.7 | 2,40,660 |
| 27 | STEEL WORK:- 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- incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (DSR- 2023 DIRECTORY ITEM CODE - 10.28) | Kg | 600.00 | 772.4 | 4,63,440 |
| 28 | FLOORING:- Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigment etc.,., complete. (DSR-2023 DIRECTORY ITEM CODE - 11.37) | Sqm | 47.00 | 1,096.55 | 51,537.85 |
| 29 | FLOORING:- 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 @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. (a) Size of Tile 600x600 m m . (DSR-2023 DIRECTORY ITEM CODE - 11.41.2) | Sqm | 4300.00 | 1,553.45 | 66,79,835 |
| 30 | ROOFING:- Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) 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 /seIf 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. (DSR-2023 DIRECTORY ITEM CODE - 12.50) | Sqm | 1100.00 | 738.65 | 8,12,515 |
| 31 | ROOFING:- Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram 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 using self drilling/ self tapping screws complete : (a) Ridges plain (500 - 600mm). (DSR-2023 DIRECTORY ITEM CODE - 12.51.1) | Metre | 55.00 | 532.35 | 29,279.25 |
| 32 | FINISHING:- 12 mm cement plaster of mix : (a) 1:4 (1 cement: 4 fine sand). (DSR-2023 DIRECTORY ITEM CODE - 13.1.1) | Sqm | 1100.00 | 347.05 | 3,81,755 |
| 33 | FINISHING:- Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete :(a) New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre. (DSR-2023 DIRECTORY ITEM CODE - 13.41.1) | Sqm | 1100.00 | 185.65 | 2,04,215 |
| 34 | FINISHING:- Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade. (a) New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm). (DSR-2023 DIRECTORY ITEM CODE - 13.47.1) | Sqm | 545.00 | 171.1 | 93,249.5 |
| 35 | 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. (DSR-2023 DIRECTORY ITEM CODE - 13.80) | Sqm | 1100.00 | 156.05 | 1,71,655 |
| 36 | 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: (a) White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. (DSR- 2023 DIRECTORY ITEM CODE - 17.1.1) | Each | 6.00 | 6,767.4 | 40,604.4 |
| 37 | 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 andfixtures complete, including cutting and making good the walls and floors wherever required : (a) W.C. pan with ISI marked white solid plastic seat and lid. (DSR-2023 DIRECTORY ITEM CODE - 17.2.1) | Each | 6.00 | 6,515.55 | 39,093.3 |
| 38 | 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: (a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. (DSR-2023 DIRECTORY ITEM CODE - 17.7.4) | Each | 11.00 | 1,879.2 | 20,671.2 |
| 39 | SANITARY INSTALLATIONS:- Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR-2023 DIRECTORY ITEM CODE - 17.29) | Each | 11.00 | 53.25 | 585.75 |
| 40 | SANITARY INSTALLATIONS:- Providing and fixing soil, waste and vent pipes : (a) 75 mm diameter : (i) Sand cast iron S&S pipe as per IS: 1729. (DSR-2023 DIRECTORY ITEM CODE - 17.35.2.1) | Metre | 55.00 | 1,044.75 | 57,461.25 |
| 41 | WATER SUPPLY:- Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc. (a) 25 mm nominal outer dia .Pipes. (DSR-2023 DIRECTORY ITEM CODE - 18.8.3) | Metre | 110.00 | 627.25 | 68,997.5 |
| 42 | WATER SUPPLY:- Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work. (a) 50 mm dia. nominal bore. (DSR-2023 DIRECTORY ITEM CODE - 18.12.6) | Metre | 440.00 | 762.15 | 3,35,346 |
| 43 | WATER SUPPLY:- Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work (b) 80 mm dia. nominal bore. (DSR-2023 DIRECTORY ITEM CODE - 18.12.8) | Metre | 545.00 | 1,041.7 | 5,67,726.5 |
| 44 | WATER SUPPLY:- Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (a)25 mm nominal bore. (DSR-2023 DIRECTORY ITEM CODE - 18.17.1) | Each | 8.00 | 622.4 | 4,979.2 |
| 45 | WATER SUPPLY:- Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : b) 50 mm nominal bore. (DSR-2023 DIRECTORY ITEM CODE - 18.17.4) | Each | 2.00 | 1,026.65 | 2,053.3 |
| 46 | WATER SUPPLY:- Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (c) 80 mm nominal bore. (DSR-2023 DIRECTORY ITEM CODE -18.17.6) | Each | 2.00 | 2,604.55 | 5,209.1 |
| 47 | WATER SUPPLY:- Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : (a) 150 mm diameter. (DSR-2023 DIRECTORY ITEM CODE -18.22.2) | Each | 11.00 | 222.35 | 2,445.85 |
| 48 | WATER SUPPLY:- Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in- charge. The rate includesmaking necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. (DSR-2023 DIRECTORY ITEM CODE - 18.48A) | Litre | 11000.00 | 11 | 1,21,000 |
| 49 | WATER SUPPLY:- Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: (a) 15 mm nominal bore. (DSR-2023 DIRECTORY ITEM CODE - 18.49.1) | Each | 11.00 | 506.8 | 5,574.8 |
| 50 | WATER SUPPLY:- 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. (a) 25 mm nominal bore, 152 mm long. Weighing not less than 440 gms. (DSR-2023 DIRECTORY ITEM CODE - 18. 62. 3) | Numbers | 11.00 | 523.8 | 5,761.8 |
| 51 | WATER SUPPLY:- Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. (DSR-2023 DIRECTORY ITEM CODE - 18.65) | Each | 11.00 | 111.45 | 1,225.95 |
| 52 | DRAINAGE:- 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 : (a) 150 mm dia. R.C.C. pipe. (DSR-2023 DIRECTORY ITEM CODE - 19.6.2) | Metre | 55.00 | 556.45 | 30,604.75 |
| 53 | RAIN WATER HARVESTING AND TUBE WELL:- Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in- charge, upto 90 metre depth below ground level. (a) All types of soil (i) 300 mm dia.. (DSR-2023 DIRECTORY ITEM CODE - 23.1.1.1) | Metre | 65.00 | 707.75 | 46,003.75 |
| 54 | RAIN WATER HARVESTING AND TUBE WELL:- Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in- charge, beyond 90 metre & upto 150 metre depth below ground level. (a) All types of soil (i) 300 mm dia.. (DSR-2023 DIRECTORY ITEM CODE - 23.2.1.1) | Metre | 65.00 | 825.7 | 53,670.5 |
| 55 | RAIN WATER HARVESTING AND TUBE WELL:- Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (a) 200 mm nominal size dia.. (DSR-2023 DIRECTORY ITEM CODE - 23.3.3) | Metre | 65.00 | 1,113.35 | 72,367.75 |
| 56 | RAIN WATER HARVESTING AND TUBE WELL:- Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: (a) 200 mm dia.. (DSR-2023 DIRECTORY ITEM CODE - 23.13.3) | Each | 1.00 | 321.15 | 321.15 |
| Schedule total | ₹4,38,04,234.2 | ||||
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