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Tender Value
Refer Docs
EMD Value
₹11.4 L
Closing Date
8 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
17 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.
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.
Tender value is including escalation of (-)15% (minus fifteenpercent ) on CPWD DSR rates. Tenderer should note this beforequoting the rates
The original Bank Guarantee (in lieu of Bid Security) should bedelivered in person to the official nominated (i.e.OS/Tenders/Engg)/BZA Division) as indicated in the tenderdocument before closing date for submission of bids (i.e.excluding the last date of submission of Bids)
All the instructions furnished in the Technical Compliance /Commercial Compliance / Custom / Undertakings / GeneralInstructions are only indicative and not exhaustive. The tenderershall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tenderdocument and strictly adhere to the instruction and directionsgiven therein
SW-I : KI-Proposal for raising of platform to High level & Extension of PF No.1 at KI station in SSE/Works/BZA section. SW-II : KI-Proposal for raising of platform to High level & Extension of PF No.2 at KI station in SSE/Works/BZA section.
E-25-EAST-BZA-2026~SCOR
E-25-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹11.4 L
14 Aug 2026
14 Aug 2026
25 Aug 2026
58 items across 4 schedules · ₹6,62,90,485.99 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1115.3 | 177.5 | 1,97,965.75 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 728.1 | 2,123.75 | 15,46,302.38 |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 4510 | 17.6 | 79,376 |
| 4 | 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 | 977.7 | 7,178.75 | 70,18,663.88 |
| 5 | 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 | 247.2 | 9,045.75 | 22,36,109.4 |
| 6 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 2840 | 842.5 | 23,92,700 |
| 7 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 327.6 | 736.4 | 2,41,244.64 |
| 8 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 612.72 | 961.3 | 5,89,007.74 |
| 9 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 526.33 | 10,585.9 | 55,71,676.75 |
| 10 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 30.61 | 9,655.7 | 2,95,560.98 |
| 11 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 270.56 | 10,011.35 | 27,08,670.86 |
| 12 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 61.19 | 733.5 | 44,882.87 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 166.95 | 7,132.25 | 11,90,729.14 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 219.52 | 9,105.95 | 19,98,938.14 |
| 15 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 253.46 | 8,752.55 | 22,18,421.32 |
| 16 | Area of slab over 0.50 sqm | Sqm | 200 | 5,136.3 | 10,27,260 |
| 17 | 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 | 20 | 1,267.95 | 25,359 |
| 18 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( +/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fasteners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 5 | 623 | 3,115 |
| 19 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( +/- 0.2 mm). Lock rail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 2 | 4,076.05 | 8,152.1 |
| 20 | Light shade pigment using white cement | Sqm | 768 | 1,402 | 10,76,736 |
| 21 | Dark shade pigment using ordinary cement | Sqm | 2174 | 1,119.5 | 24,33,793 |
| 22 | Size of Tile 600 x 600 mm | Sqm | 6.25 | 1,464.85 | 9,155.31 |
| 23 | 110 mm diameter | Metre | 200 | 377.4 | 75,480 |
| 24 | 110 mm bend | Each | 40 | 150.35 | 6,014 |
| 25 | 1:6 (1 cement: 6 fine sand) | Sqm | 4341 | 333.35 | 14,47,072.35 |
| 26 | Two or more coats on new work | Sqm | 200 | 155.9 | 31,180 |
| 27 | Two coats | Sqm | 3313 | 137.45 | 4,55,371.85 |
| 28 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 3313 | 73.95 | 2,44,996.35 |
| 29 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 720 | 2,434.25 | 17,52,660 |
| 30 | In cement mortar | cum | 19.2 | 2,060.2 | 39,555.84 |
| 31 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 2190 | 266.45 | 5,83,525.5 |
| 32 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 1854.5 | 263.95 | 4,89,495.28 |
| 33 | New work (Two or more coats) | Sqm | 106 | 188.2 | 19,949.2 |
| 34 | 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 | 1316.1 | 9,823.8 | 1,29,29,103.18 |
| 35 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 6,515.55 | 6,515.55 |
| 36 | White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked | Each | 2 | 2,940.5 | 5,881 |
| 37 | 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 | 1 | 349.15 | 349.15 |
| 38 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia | Each | 1 | 6,940.75 | 6,940.75 |
| 39 | 50 mm nominal dia Pipes | Metre | 1030 | 934.15 | 9,62,174.5 |
| 40 | 25 mm nominal dia Pipes | Metre | 200 | 627.25 | 1,25,450 |
| 41 | 15 mm nominal bore | Each | 8 | 506.8 | 4,054.4 |
| 42 | 100 mm nominal dia | Each | 50 | 37.6 | 1,880 |
| 43 | Square shape 450 mm internal dimension | Each | 20 | 1,386.55 | 27,731 |
| 44 | 300 mm dia piles | Metre | 648 | 3,065.6 | 19,86,508.8 |
| Schedule total | ₹5,41,15,708.96 | ||||
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nit.pdf
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1MasterDocument01dtd07-08-20261_1.pdf
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2MasterDocument-02dtd01-08-2026_1.pdf
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kipf12schedule_1.pdf
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3Generalconditionsrevised_1.pdf
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4buildingconditionsDLC_1.pdf
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5DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022_1.pdf
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6Approvedbrands26.02.2026_1.pdf
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7SAFETYTrackConditions_1.pdf
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8Specificationofconcrete_1.pdf
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9SPECIFICATIONSGALVALUMESHEETS_1.pdf
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10Steelspecialconditions_1.pdf
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11TrDSpl.Conditions_1.pdf
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122026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed_1.pdf Indian Railways
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122026_08_12IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_12_compressed_1.pdf
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