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Tender Value
₹8.9 Cr
EMD Value
₹17.8 L
Closing Date
5 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CEN WORKS
17 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC- 2022and as per Railway Board Advance correction slip No.1 dated 14-07- 2022The 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 tenderer shall submit requisite information as per Annexure-F (Annexure-VIB of GCC), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Financial Eligibility Criteria: As per Clause 10.2 of IRSGCC-2022(As per Advanced Correction slipNo,1 dated. 14.07.2022 to GCC-2022) and the same is mentioned in Para No.10.2 page no. 15 of this tender document. Tenderer should attach Self attested/ Digitally signed copy of Certificate showing minimum average annual contractual turnover as per Annexure VI B ofIRSGCC-2022 (As per Advanced Correction slip No,1dated.14.07.2022 to GCC-2022)in Annexure - "F"Page-32 of Master Document -1 attached to the tender.
Similar nature of work : C-II (a,c,d) : Any Civil Engineering Work (excluding Track works /Zonal works) vide CGE Lr No. W.148/P/SNW/2025 Dt.02.12.2025 with the approval of PCE.
Technical Eligibility Criteria: as per Clause 10.1 of Part-I ofIRSGCC- 2022(a) The tenderer must have successfully completed or substantially completed any one of the following categories of work(s)during last 07(seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40%of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender.
(b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or Page 15/21 1.1.1tenderer must have successfully completed or substantially completed anyone of the following categories of work(s) during last 07(seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or(iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note forb(1): Separate completed works of minimum required values shall also be considered for fulfilment of technical eligibility criteria for different components. (b)(2) In such cases, what constitutes a component in a composite work shall be clearly predefined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work 1.1.1 experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required intender documents by way of Special Conditions, a formal agreement duly notarized, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s),and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfil technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35%valueof work to be subletted, in last5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s)fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing.
Note for Item 10.1 of IRSGCC-2022: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500crore and above in last 3financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work 1.1.2 experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
16 conditions · 5 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.
All the instructions furnished in the Technical Compliance /Commercial Compliance / Custom / Undertakings /General Instructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender document and strictly adhere to the instruction and directions given therein.
Tender value is including escalation of (-)15% (minus fifteen percent ) on CPWDDSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person on any working day to the official nominated (i.e., OS/Tenders/Engg)/BZA Division) as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of Bids).
BZA Division: BZA-VSKP Section :Setting up of Quick watering arrangement at GALA station. SW I:Proposed 5.00lakh capacity over head tank & 3 Lines of coach watering pipe lines in GALA Station in ADEN/EE Sub division under the Jurisdiction of DEN/Central/BZA SW II: Construction of Staff Rest Rooms of size 5.0 X 6.0mts - 4 nos ( railway staff , contact staff and tool room and electrical staff and Two stair building with size of 11X 9.00mts ( ground floor for booster pump & first floor for monitoring room), Central Drain at GALA station in SSE /Works/EE section in ADEN/EE sub-division
E-05-CENTRAL-BZA-2026
E-05-CENTRAL-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹17.8 L
5 May 2026
9 Apr 2026
21 Apr 2026
137 items across 4 schedules · ₹10,04,91,122.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 30 | 494.1 | 14,823 |
| 2 | All kinds of soil | cum | 4363.73 | 177.5 | 7,74,562.08 |
| 3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 400 | 352.15 | 1,40,860 |
| 4 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 360 | 155.3 | 55,908 |
| 5 | 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 | 2761.28 | 196 | 5,41,210.88 |
| 6 | All kinds of soil | cum | 338.69 | 126.8 | 42,945.89 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 697.01 | 2,123.75 | 14,80,274.99 |
| 8 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 52 | 8,340.85 | 4,33,724.2 |
| 9 | 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 | 429.3 | 7,178.75 | 30,81,837.38 |
| 10 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 352 | 842.5 | 2,96,560 |
| 11 | 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 of 50 kg cement used | 207 | 18.15 | 3,757.05 |
| 12 | 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 | 31 | 9,045.75 | 2,80,418.25 |
| 13 | 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 | 38 | 10,852.95 | 4,12,412.1 |
| 14 | cum | 26 | 11,505.5 | 2,99,143 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 441.2 | 392.15 | 1,73,016.58 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 3600 | 842.5 | 30,33,000 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1218.18 | 927.25 | 11,29,557.41 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1879.88 | 736.4 | 13,84,343.63 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1153.06 | 961.3 | 11,08,436.58 |
| 20 | Under 20 cm wide | Metre | 243.36 | 208.55 | 50,752.73 |
| 21 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 2649.6 | 384.3 | 10,18,241.28 |
| 22 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in vertical & horizontal fins, individually or forming box louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost of required centering, shuttering 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 | 49.6 | 12,043.35 | 5,97,350.16 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 897.84 | 9,504.75 | 85,33,744.74 |
| 24 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 375.84 | 9,655.7 | 36,28,998.29 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 264.53 | 9,860.4 | 26,08,371.61 |
| 26 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 354.24 | 10,011.35 | 35,46,420.62 |
| 27 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30.57 | 7,370.65 | 2,25,320.77 |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 15 | 7,132.25 | 1,06,983.75 |
| 29 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 132.8 | 9,344.35 | 12,40,929.68 |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 233.04 | 9,105.95 | 21,22,050.59 |
| 31 | cum | 15 | 169.45 | 2,541.75 | |
| 32 | Second class teak wood | cum | 1.25 | 1,42,949.7 | 1,78,687.13 |
| 33 | 35 mm thick shutters | Sqm | 10 | 4,111.95 | 41,119.5 |
| 34 | 30 mm thick shutters | Sqm | 9 | 3,747.3 | 33,725.7 |
| 35 | Second class teak wood | Sqm | 10 | 3,323.2 | 33,232 |
| 36 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 22 | 3,473.85 | 76,424.7 |
| 37 | 125x65x2.12 mm | Each | 16 | 53 | 848 |
| 38 | 125x65x2.12 mm | Each | 24 | 55.75 | 1,338 |
| 39 | 300x16 mm | Each | 2 | 216.55 | 433.1 |
| 40 | 200x10 mm | Each | 12 | 69.4 | 832.8 |
| 41 | 100x10 mm | Each | 24 | 44.3 | 1,063.2 |
| 42 | 125 mm | Each | 36 | 39.95 | 1,438.2 |
| 43 | 250x10 mm | Each | 16 | 441.6 | 7,065.6 |
| 44 | 300x16x5 mm | Each | 8 | 322.2 | 2,577.6 |
| 45 | 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 | 6 | 854.65 | 5,127.9 |
| 46 | 300x16 mm | Each | 8 | 303.25 | 2,426 |
| 47 | 200x10 mm | Each | 8 | 99.7 | 797.6 |
| 48 | 125 mm | Each | 28 | 66.25 | 1,855 |
| 49 | 100 mm | Each | 16 | 59.55 | 952.8 |
| 50 | 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 | 24.75 | 492.7 | 12,194.33 |
| 51 | 30 mm thick pre laminated PVC door shutters | Sqm | 6.56 | 3,663.8 | 24,034.53 |
| 52 | With 2nd class teak wood beading 62X19 mm | Sqm | 43.2 | 1,597.15 | 68,996.88 |
| 53 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi- point locking system. (Height upto 1.8m) | Sqm | 76.8 | 10,874.2 | 8,35,138.56 |
| 54 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 5 | 3,653.2 | 18,266 |
| 55 | Providing and fixing ball bearing for rolling shutters. | Each | 2 | 492.35 | 984.7 |
| 56 | Welding by gas or electric plant including transportation of plant at site etc. complete. | cm | 69600 | 3.7 | 2,57,520 |
| 57 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 522 | 614.2 | 3,20,612.4 |
| 58 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 33.75 | 8,595.15 | 2,90,086.31 |
| 59 | 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 | 13.5 | 1,096.55 | 14,803.43 |
| 60 | Providing and fixing 1st quality ceramic glazed floor 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 | 42 | 1,112.7 | 46,733.4 |
| 61 | Size of Tile 600x600 mm | Sqm | 420 | 1,553.45 | 6,52,449 |
| 62 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 37 | 4,481.3 | 1,65,808.1 |
| 63 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 64 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 720 | 1,355.8 | 9,76,176 |
| 65 | 1:6 (1 cement: 6 fine sand) | Sqm | 241.5 | 333.35 | 80,504.03 |
| 66 | 1:6 (1 cement: 6 fine sand) | Sqm | 557 | 383 | 2,13,331 |
| 67 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 192 | 53.3 | 10,233.6 |
| 68 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 84 | 185.65 | 15,594.6 |
| 69 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 4659 | 116.9 | 5,44,637.1 |
| 70 | 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 | 456.5 | 181.25 | 82,740.63 |
| 71 | New work (two or more coats) | Sqm | 10 | 54.4 | 544 |
| 72 | Two or more coats on new work | Sqm | 17 | 155.9 | 2,650.3 |
| 73 | 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. | Sqm | 456.5 | 156.05 | 71,236.83 |
| 74 | With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre | Sqm | 17 | 70.35 | 1,195.95 |
| 75 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 531.5 | 73.95 | 39,304.43 |
| 76 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 30 | 2,434.25 | 73,027.5 |
| 77 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 2 | 3,551.25 | 7,102.5 |
| 78 | In cement mortar | cum | 6 | 2,060.2 | 12,361.2 |
| 79 | bituminous road | Sqm | 15 | 428.5 | 6,427.5 |
| 80 | 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 earth with lead upto 50 metres. | Sqm | 500 | 218.9 | 1,09,450 |
| 81 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 150 | 1,046.95 | 1,57,042.5 |
| 82 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 2700 | 55.5 | 1,49,850 |
| 83 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 3375 | 5.3 | 17,887.5 |
| 84 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 100 | 9,823.8 | 9,82,380 |
| 85 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 5 | 1,683.35 | 8,416.75 |
| 86 | Orissa pattern W.C. pan of size 580x440 mm | Each | 5 | 3,169.05 | 15,845.25 |
| 87 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 5 | 2,784.95 | 13,924.75 |
| 88 | Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. | Each | 5 | 170.7 | 853.5 |
| 89 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 5 | 349.15 | 1,745.75 |
| 90 | White solid plastic seat with lid | Each | 5 | 684.85 | 3,424.25 |
| 91 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 5 | 1,607.95 | 8,039.75 |
| 92 | Rectangular shape 453x357 mm | Each | 5 | 1,361.8 | 6,809 |
| 93 | 15 mm nominal dia Pipes | Metre | 125 | 497.8 | 62,225 |
| 94 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 95 | 50 mm nominal dia Pipes | Metre | 1072 | 794.25 | 8,51,436 |
| 96 | 50 mm dia nominal bore | Metre | 120 | 762.15 | 91,458 |
| 97 | 15 mm nominal bore | Each | 10 | 353.25 | 3,532.5 |
| 98 | 50 mm nominal bore | Each | 11 | 1,026.65 | 11,293.15 |
| 99 | 80 mm nominal bore | Each | 2 | 2,604.55 | 5,209.1 |
| 100 | Class II | Each | 8 | 7,312.4 | 58,499.2 |
| 101 | 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 Litre | 10000 | 11 | 1,10,000 |
| 102 | 15 mm nominal bore | Each | 5 | 798.95 | 3,994.75 |
| 103 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 48 | 112.8 | 5,414.4 |
| 104 | 80 mm dia | Each | 2 | 6,993.6 | 13,987.2 |
| 105 | 200 mm dia nominal bore | Each | 2 | 9,043.3 | 18,086.6 |
| 106 | Up to 600 mm dia | Quintal | 4 | 21,290.1 | 85,160.4 |
| 107 | 150 mm dia pipes | Joint | 20 | 192.85 | 3,857 |
| 108 | 150 mm dia Ductile Iron Class K-9 pipes | Metre | 400 | 1,837.75 | 7,35,100 |
| 109 | 200 mm dia Ductile Iron Double Flanged | Metre | 60 | 3,360.8 | 2,01,648 |
| 110 | 300 mm dia | Metre | 720 | 707.75 | 5,09,580 |
| 111 | 200 mm nominal size dia | Metre | 360 | 1,113.35 | 4,00,806 |
| 112 | 200 mm nominal size dia | Metre | 360 | 1,255.7 | 4,52,052 |
| 113 | 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 | 28.26 | 1,509.8 | 42,666.95 |
| Schedule total | ₹4,88,26,406.88 | ||||
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