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Tender Value
₹4.3 Cr
EMD Value
₹8.7 L
Closing Date
2 Jun 2026, 5:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CNW
13 conditions · 2 needing a document upload
As mentioned in Tender Bid document clause 5B of TENDER FORM (Second Sheet)
As mentioned in Tender Bid document clause 5A of TENDER FORM (Second Sheet)
1 condition
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.
Provision of Quick Watering system on CAMTECH pattern at platform no 1 of Daulatpur Railway Station
116S-WC-06-MC-4-2026-27
116S-WC-06-MC-4-2026-27
Open
Works - General
10 Months
Ambala, Haryana
₹0
₹8.7 L
2 Jun 2026
11 May 2026
19 May 2026
47 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 250 | 205.45 | 51,362.5 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 80 | 253.95 | 20,316 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 30 | 368.65 | 11,059.5 |
| 4 | All kinds of soil | Sqm | 1000 | 28.15 | 28,150 |
| 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 | 40 | 7,783.65 | 3,11,346 |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 55 | 6,326.05 | 3,47,932.75 |
| 7 | 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 | 15 | 9,793.75 | 1,46,906.25 |
| 8 | 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 | 26 | 8,364.2 | 2,17,469.2 |
| 9 | cum | 30 | 10,719.3 | 3,21,579 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 80 | 307.95 | 24,636 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 120 | 766.55 | 91,986 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 120 | 608.35 | 73,002 |
| 13 | Under 20 cm wide | Metre | 120 | 181.9 | 21,828 |
| 14 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 814.95 | 8,149.5 |
| 15 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 21000 | 89.65 | 18,82,650 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 135 | 8,683.8 | 11,72,313 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 83 | 6,658.25 | 5,52,634.75 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 125 | 8,512.1 | 10,64,012.5 |
| 19 | 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 | 80 | 1,063.45 | 85,076 |
| 20 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 9 | 1,897.1 | 17,073.9 |
| 21 | 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 | 20000 | 111.95 | 22,39,000 |
| 22 | Hot finished seamless type tubes | Kg | 5000 | 168.95 | 8,44,750 |
| 23 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 120 | 545 | 65,400 |
| 24 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 7 | 7,958.65 | 55,710.55 |
| 25 | Acid and alkali resistant tile | Sqm | 56 | 1,515.45 | 84,865.2 |
| 26 | Size of Tile 600 x 600 mm | Sqm | 60 | 1,286.6 | 77,196 |
| 27 | With residual type petroleum bitumen of grade VG -10 | Sqm | 50 | 133.15 | 6,657.5 |
| 28 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 50 | 905.8 | 45,290 |
| 29 | In 75x75 mm deep chase | Metre | 40 | 260.2 | 10,408 |
| 30 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 8 | 266.6 | 2,132.8 |
| 31 | 110 mm diameter | Metre | 70 | 319.75 | 22,382.5 |
| 32 | 110 mm | Each | 10 | 110.6 | 1,106 |
| 33 | 110 mm bend | Each | 8 | 132 | 1,056 |
| 34 | 110 mm | Each | 20 | 309.5 | 6,190 |
| 35 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 294.85 | 1,47,425 |
| 36 | Two or more coats on new work | Sqm | 600 | 131.45 | 78,870 |
| 37 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 20 | 7,399.2 | 1,47,984 |
| 38 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 80 | 1,011.2 | 80,896 |
| 39 | 150 mm dia pipe | Metre | 1100 | 1,824.7 | 20,07,170 |
| 40 | Supplying pig lead at site of work. | Quintal | 2 | 28,116.2 | 56,232.4 |
| 41 | 150 mm diameter pipe | Each | 180 | 343.55 | 61,839 |
| 42 | Class II | Each | 6 | 6,661.8 | 39,970.8 |
| 43 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 109.85 | 1,098.5 |
| 44 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 103.15 | 1,031.5 |
| 45 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 2 | 136.6 | 273.2 |
| 46 | 150 mm dia pipes | Joint | 400 | 156.05 | 62,420 |
| 47 | 150 mm dia. R.C.C. pipe | Metre | 35 | 493.1 | 17,258.5 |
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