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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
14 Oct 2026, 2:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
BUILDING
15 conditions · 4 needing a document upload
For works costing more than Rs.50 Lakhs: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. Non submission of the above,the offer will be summarily rejected.(Ref : Advance Correction Slip No.1 dt:14/07/2022 to IRSGCC- 2022 ).
Eligibility criteria for single similar work previously executed (SW.II For Electrical Work) : Nil (Value is less than 50 lakhs)
52 conditions · 9 needing a document upload
Whether required test certificates/samples, if any have been uploaded?
Tenderers are requested to ensure the uploading of mandatory documents under the relevant tabs as per check list and put(tick) mark wherever applicable as per CE/Works/Chennai letter No.W.496/Tender policy dt.03.07.2023. The check list is available under DOCUMENTS tab. The check list is only exhaustive. Tenderer should ensure that all the documents required as per relevant clauses are uploaded. The mere submission of documents mentioned in the check list alone will not qualify for the eligibility of the tender.
Multiple L-1 :- In case of more than one L-1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year up to the date of opening of tender may be selected for award. Railway reserves the right and may seek the above details within specified period, if not submitted by the tenderers along with the bid.
The contractor should ensure that the staff employed are physically fit, with a sound mind and of good character. To this effect, necessary police clearance certificate should be obtained from local police authorities before the contractor's staff are put into service. This will be in accordance with the Railway Board Letter No. 2020/Sec(CCB)/45/50/Misc Dt.03.02.2020. Refer Annexure I & II.
Maintenance period of four (4) years shall be stipulated for works involving construction of ROB/RUB/LHS, new Rail Bridges/ROR, and rebuilding of existing bridges, to ensure quality and standardization across Zonal Railways; whereas, for construction of quarters and other buildings, a maintenance period of up to three (3) years shall be applicable as per Dy. CVO/Engg letter No. VO/E/Sys.Imp dated 17/02/2026."
Advance Correction Slip No.11 to the Indian Railway Standard General Conditions of Contract (April 2022) has been incorporated and copy uploaded for reference.
Bidders are requested to submit the Performance Guarantee (PG) strictly in accordance with the new prescribed format and within the stipulated timeline to avoid any delay in processing. (Copy enclosed)
All the contracts on works/goods/services will be subject to the new GST act as applicable from time to time. Contractors have to register themselves with GST authorities and to furnish the GST registration number in order to process the bills from 01.07.2017
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.
Deployment Of Qualified Engineers At Work Sites By The Contractor. The contractor shall also employ Qualified Graduate Engineer or Qualified Diploma Holder Engineer, based on value of contract, as may be prescribed by the Ministry of Railways through separate instructions from time to time.(As per RB ltr no.2012/CE-I/CT/O/20 dt:10.05.2013)
One qualified Graduate Engineer when the cost of the work is Rs. 200 lakhs and above.
One qualified Diploma holder Engineer when the cost of the work to be executed is more than Rs.25 lakhs but less than Rs.200 lakhs.
In case the contractor fails to employ the technical staff as aforesaid, he shall be liable to pay a an amount of Rs.40,000/ (Rupees Forty thousand) for each month or part thereof for the default incase of Graduate Engineer and Rs.25,000/- (Rupees Twenty five thousand) for each month or part thereof for the default in case of Diploma holder (Engineer)
I/WE also hereby agree to abide by the INDIAN RAILWAY GENERAL CONDITIONS OF CONTRACT- April 2022, with all correction slips up to date and to carry out the works accordingly.
Until a formal agreement is prepared and executed, acceptance of this tender shall constitute a binding contract between us subject to modifications, as may be mutually agreed to between us and indicated in the letter of acceptance of my/our offer for this work.
I/We also agree to keep this tender open for acceptance for a period of 60 days from the date fixed for opening the same
I/We offer to do the work for DRM/W/O/SA, at the rates quoted in the attached schedule and hereby bind myself/ourselves to complete the work in all respects within the period of completion stipulated in the tender document, from the date of issue of letter of acceptance of the tender. The Bid security shall stand forfeited without prejudice to any other right or remedies in case my/our Tender is accepted and if : (a) I/We do not execute the contract documents as stipulated in performance guarantee clause of GCC as detailed in general instructions. (b) I/We do not commence the work within seven days after receipt of orders to that effect.
I/We hereby Confirm that the rates, rebates and/or other financial terms, if any, quoted by us in the relevant fields of the Financial Bid page will only be the ruling terms for deciding the inter-se ranking, and any such condition having financial repercussions, if quoted by us anywhere else including attached documents shall not be considered for deciding inter-se ranking
However, Railways shall have the right to incorporate any such condition quoted by us, in the contract, at their discretion, if contract is placed on us.
I/We have read the various conditions attached/ referred to in this tender document, and agree to abide by the said conditions.
A tenderer claiming credentials as an individual for their share in a partnership firm, has to submit both the deeds of (i) partnership deed, showing % of their share and (ii) retirement deed from the partnership firm(or) deed showing the closure of business operations of the partnership firm, as applicable. Failing to submit the above deeds, the offer of the tenderer will be summarily rejected.
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) I Registered Society/ Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP) etc. , The tenderer(s) shall enclose the attested copies of the requisite documents (including Power of Attorney, if opted) for constitution of their concern as per Cl.14 of GCC-Part-l and as per a)Clause 17 of GCC - Part-1, for JV b)Clause 18 of GCC - Part-I, for Partnership Firm.
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, contact number (ii) Copy of PAN card (iii) Copy of GSTIN card.
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/Contractor not having NEFT form may down load the empty NEFT form available in Document site)
Submission of physically signed Annexure-V by the tenderer is discontinued vide Rly Bd letter dt:14/05/2024 (Uploaded)
Submission of Annexure-V(A) under Document Verification Certificate. In case of other than company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case my be. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid
SW.1: Construction of Office building for Senior Section Engineer/ Electrical/ Power/ Karur and Section Engineer/ Electrical/ Power/ Erode (Construction of Office Building for SSE/E/P/ED) (Including Electrical Work) SW.2: Proposed Construction of Electrical Panel Room (10 x 4 m) with proper fencing at Coaching Depot, Coimbatore. SW.3: Up gradation of Machineries for enhancing production activities at Signal & Telecommunication Workshop, Podanur.
SA-OT-12-2026-02~SR
SA-OT-12-2026-02
Open
Works - General
9 Months
Salem, Tamil Nadu
₹0
₹3.0 L
21 Sept 2026
21 Sept 2026
30 Sept 2026
193 items across 8 schedules · ₹1,19,90,589.64 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 3km | cum 875 | — | 219.03 | 1,91,651.25 |
| 2 | All kinds of soil | cum 193.31 | — | 177.5 | 34,312.53 |
| 3 | Ordinary rock | cum 58.31 | — | 498.9 | 29,090.86 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum 207.41 | — | 196 | 40,652.36 |
| 5 | All kinds of soil | cum 20.48 | — | 126.8 | 2,596.86 |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum 5.98 | — | 2,123.75 | 12,700.03 |
| 7 | 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) | cum 69.47 | — | 7,178.75 | 4,98,707.76 |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm 27.94 | — | 410.85 | 11,479.15 |
| 9 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag 721.93 of 50 kg cement used | — | 18.15 | 13,103.03 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 35.52 | — | 392.15 | 13,929.17 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm 203.02 | — | 927.25 | 1,88,250.3 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 170.55 | — | 736.4 | 1,25,593.02 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 129.6 | — | 961.3 | 1,24,584.48 |
| 14 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum 21.65 | — | 20,355.8 | 4,40,703.07 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 63.07 | — | 9,504.75 | 5,99,464.58 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 47.34 | — | 9,860.4 | 4,66,791.34 |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 36.44 | — | 733.5 | 26,728.74 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 115.02 | — | 7,132.25 | 8,20,351.4 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 175.04 | — | 9,105.95 | 15,93,905.49 |
| 20 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm 11.23 | — | 1,123.8 | 12,620.27 |
| 21 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm 11.23 | — | 104.8 | 1,176.9 |
| 22 | Area of slab over 0.50 sqm | Sqm 41.42 | — | 5,136.3 | 2,12,745.55 |
| 23 | Granite work | Metre 14 | — | 510.95 | 7,153.3 |
| 24 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm 70.93 | — | 1,267.95 | 89,935.69 |
| 25 | Second class teak wood | cum .12 | — | 1,42,949.7 | 17,153.96 |
| 26 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm 24.03 | — | 2,241.8 | 53,870.45 |
| 27 | Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading | Sqm 24.03 | — | 1,800.45 | 43,264.81 |
| 28 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm 7.77 | — | 3,167.95 | 24,614.97 |
| 29 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm 7.77 | — | 462.35 | 3,592.46 |
| 30 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg 400.05 | — | 238.35 | 95,351.92 |
| 31 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each 30 | — | 228.85 | 6,865.5 |
| 32 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 4 | 854.65 | 3,418.6 |
| 33 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 4 | 1,124.85 | 4,499.4 |
| 34 | 250x16 mm | Each | 4 | 260.6 | 1,042.4 |
| 35 | 250x10 mm | Each | 8 | 115.15 | 921.2 |
| 36 | 100x10 mm | Each | 6 | 64.7 | 388.2 |
| 37 | 125 mm | Each | 8 | 66.25 | 530 |
| 38 | 75 mm | Each | 8 | 51.75 | 414 |
| 39 | Twin rubber stopper | Each | 4 | 72.35 | 289.4 |
| 40 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre 8.55 | — | 492.7 | 4,212.59 |
| 41 | 30 mm thick plain PVC door shutters | Sqm 4.73 | — | 3,182.95 | 15,055.35 |
| 42 | Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). | Sqm 12.6 | — | 10,078.95 | 1,26,994.77 |
| 43 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm 1.35 | — | 9,155.2 | 12,359.52 |
| 44 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg 450 | — | 133.7 | 60,165 |
| 45 | Hot finished welded type tubes | Kg 475 | — | 194.4 | 92,340 |
| 46 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each 10 | — | 226 | 2,260 |
| 47 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg 450 | — | 172.6 | 77,670 |
| 48 | M.S. tube | Kg 500 | — | 196.8 | 98,400 |
| 49 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm 23.71 | — | 614.2 | 14,562.68 |
| 50 | Dark shade pigment using ordinary cement | Sqm 27 | — | 1,119.5 | 30,226.5 |
| 51 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm 14.37 | — | 1,096.55 | 15,757.42 |
| 52 | Size of Tile 600 x 600 mm | Sqm 133.18 | — | 1,502.75 | 2,00,136.25 |
| 53 | 110 mm diameter | Metre 120 | — | 377.4 | 45,288 |
| 54 | 75 mm | Each 39 | — | 91.7 | 3,576.3 |
| 55 | 110 mm | Each 39 | — | 136.15 | 5,309.85 |
| 56 | 75x75x75 mm | Each 39 | — | 164.2 | 6,403.8 |
| 57 | 110x110x110 mm | Each 39 | — | 234.15 | 9,131.85 |
| 58 | 75 mm bend | Each 39 | — | 105.9 | 4,130.1 |
| 59 | 110 mm bend | Each 39 | — | 150.35 | 5,863.65 |
| 60 | 75 mm Shoe | Each 39 | — | 93.1 | 3,630.9 |
| 61 | 110 mm Shoe | Each 39 | — | 131.85 | 5,142.15 |
| 62 | 75 mm | Each 39 | — | 369.85 | 14,424.15 |
| 63 | 110 mm | Each 39 | — | 371.3 | 14,480.7 |
| 64 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm 50 | — | 738.65 | 36,932.5 |
| 65 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. | Sqm 147.48 | — | 1,703.95 | 2,51,298.55 |
| 66 | 1:6 (1 cement: 6 fine sand) | Sqm 1335.99 | — | 333.35 | 4,45,352.27 |
| 67 | 1:3 (1 cement: 3 fine sand) | Sqm 197.53 | — | 439.25 | 86,765.05 |
| 68 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 486.95 | — | 262.7 | 1,27,921.77 |
| 69 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm 152.57 | — | 223.6 | 34,114.65 |
| 70 | 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) | Sqm 894 | — | 171.1 | 1,52,963.4 |
| 71 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm 7.77 | — | 176.25 | 1,369.46 |
| 72 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm 17.03 | — | 170.7 | 2,907.02 |
| 73 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm 486.95 | — | 181.25 | 88,259.69 |
| 74 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum 72 | — | 11,098.45 | 7,99,088.4 |
| 75 | Overhead informatory road signage | Sqm 7.5 | — | 5,879.9 | 44,099.25 |
| 76 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm 143.12 | — | 1,091.5 | 1,56,215.48 |
| 77 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 78 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 3 | 1,879.2 | 5,637.6 |
| 79 | 610x510 mm bowl depth 200 mm | Each | 1 | 4,940.8 | 4,940.8 |
| 80 | 32 mm dia | Each | 2 | 119.55 | 239.1 |
| 81 | Rectangular shape 453x357 mm | Each | 3 | 1,361.8 | 4,085.4 |
| 82 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 2 | 708.95 | 1,417.9 |
| 83 | 20 mm nominal dia Pipes | Metre 50 | — | 537.6 | 26,880 |
| 84 | 25 mm nominal dia Pipes | Metre 25 | — | 627.25 | 15,681.25 |
| 85 | 25 mm nominal dia Pipes | Metre 45 | — | 355.4 | 15,993 |
| 86 | 50 mm nominal dia Pipes | Metre 75.6 | — | 794.25 | 60,045.3 |
| 87 | 50 mm dia nominal bore | Metre 73.25 | — | 1,048.35 | 76,791.64 |
| 88 | 50 mm dia nominal bore | Metre 45 | — | 762.15 | 34,296.75 |
| 89 | 20 mm nominal bore | Each | 4 | 379.2 | 1,516.8 |
| 90 | 15 mm nominal bore | Each | 4 | 353.25 | 1,413 |
| 91 | 50 mm nominal bore | Each | 2 | 1,026.65 | 2,053.3 |
| 92 | 15 mm nominal bore | Each | 2 | 97.75 | 195.5 |
| 93 | 100 mm diameter | Each | 2 | 193.95 | 387.9 |
| 94 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 5 | 1,992.6 | 9,963 |
| 95 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 3 | 10,862.4 | 32,587.2 |
| 96 | 50 mm nominal bore | Each 50 | — | 823.8 | 41,190 |
| 97 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per 2000 Litre | — | 11 | 22,000 |
| 98 | 100 mm nominal dia | Each | 5 | 37.6 | 188 |
| 99 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 4 | 156.9 | 627.6 |
| 100 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 2 | 111.45 | 222.9 |
| 101 | 150 mm dia. R.C.C. pipe | Metre 75 | — | 556.45 | 41,733.75 |
| 102 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | cum 5.6 | — | 1,509.8 | 8,454.88 |
| 103 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in- charge. | cum 2.4 | — | 1,538.25 | 3,691.8 |
| 104 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 2 | 1,538.25 | 3,076.5 |
| 105 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each 60 | — | 1,399.95 | 83,997 |
| Schedule total | ₹94,28,107.94 | ||||
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