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Tender Value
₹5.7 Cr
EMD Value
₹11.4 L
Closing Date
27 May 2026, 3:00 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 platform no 1 to 6 on CAMTECH pattern at Chandigarh Railway Station
116S-WC-05-MC-4-2026-27
116S-WC-05-MC-4-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹11.4 L
27 May 2026
4 May 2026
13 May 2026
92 items across 1 schedule · ₹3,98,07,510.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | 100 metre | 1500 | 525.74 | 7,886.1 |
| 2 | All kinds of soil | cum | 1500 | 205.45 | 3,08,175 |
| 3 | 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 | 500 | 253.95 | 1,26,975 |
| 4 | 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 | 300 | 368.65 | 1,10,595 |
| 5 | All kinds of soil | Sqm | 950 | 28.15 | 26,742.5 |
| 6 | 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 | 30 | 7,783.65 | 2,33,509.5 |
| 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 | 120 | 6,670.25 | 8,00,430 |
| 8 | 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 | 100 | 6,326.05 | 6,32,605 |
| 9 | 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 | 10 | 9,793.75 | 97,937.5 |
| 10 | 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 | 190 | 8,364.2 | 15,89,198 |
| 11 | cum | 90 | 10,719.3 | 9,64,737 | |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 70 | 307.95 | 21,556.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 350 | 766.55 | 2,68,292.5 |
| 14 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 100 | 608.35 | 60,835 |
| 15 | Under 20 cm wide | Metre | 100 | 181.9 | 18,190 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 10 | 814.95 | 8,149.5 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 15000 | 89.65 | 13,44,750 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 42140 | 89.65 | 37,77,851 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 30 | 8,683.8 | 2,60,514 |
| 20 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 50 | 8,966.95 | 4,48,347.5 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 120 | 6,658.25 | 7,98,990 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 150 | 8,512.1 | 12,76,815 |
| 23 | 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 |
| 24 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 9 | 1,897.1 | 17,073.9 |
| 25 | 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 | 6000 | 111.95 | 6,71,700 |
| 26 | Hot finished seamless type tubes | Kg | 500 | 168.95 | 84,475 |
| 27 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 4 | 185.2 | 740.8 |
| 28 | Welding by gas or electric plant including transportation of plant at site etc. complete. | cm | 2000 | 3.4 | 6,800 |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2000 | 142.3 | 2,84,600 |
| 30 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 200 | 545 | 1,09,000 |
| 31 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 50 | 7,958.65 | 3,97,932.5 |
| 32 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | Sqm | 100 | 69.3 | 6,930 |
| 33 | 40 mm wide and 4 mm thick | Metre | 50 | 79.5 | 3,975 |
| 34 | Acid and alkali resistant tile | Sqm | 50 | 1,515.45 | 75,772.5 |
| 35 | Size of Tile 600 x 600 mm | Sqm | 180 | 1,286.6 | 2,31,588 |
| 36 | With residual type petroleum bitumen of grade VG -10 | Sqm | 150 | 133.15 | 19,972.5 |
| 37 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 170 | 905.8 | 1,53,986 |
| 38 | In 75x75 mm deep chase | Metre | 90 | 260.2 | 23,418 |
| 39 | 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 | 10 | 266.6 | 2,666 |
| 40 | 110 mm diameter | Metre | 70 | 319.75 | 22,382.5 |
| 41 | 110 mm | Each | 10 | 110.6 | 1,106 |
| 42 | 110 mm bend | Each | 8 | 132 | 1,056 |
| 43 | 110 mm | Each | 20 | 309.5 | 6,190 |
| 44 | 1:4 (1 cement: 4 fine sand) | Sqm | 500 | 294.85 | 1,47,425 |
| 45 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 550 | 214.3 | 1,17,865 |
| 46 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 2000 | 158.95 | 3,17,900 |
| 47 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 172.74 | 55.5 | 9,587.07 |
| 48 | Two or more coats on new work | Sqm | 150 | 131.45 | 19,717.5 |
| 49 | Re-lettering with black Japan paint of approved brand and manufacture. | per letter per cm height | 5000 | 3.2 | 16,000 |
| 50 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 50 | 2,007.1 | 1,00,355 |
| 51 | In cement mortar | cum | 20 | 1,698.45 | 33,969 |
| 52 | R.S. Joists | Kg | 200 | 2.8 | 560 |
| 53 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 1500 | 4.65 | 6,975 |
| 54 | 15 mm to 40 mm nominal bore | Metre | 100 | 124.1 | 12,410 |
| 55 | Above 40 mm nominal bore | Metre | 50 | 134.25 | 6,712.5 |
| 56 | Up to 150 mm diameter | Metre | 1500 | 340.7 | 5,11,050 |
| 57 | 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 | 300 | 219.35 | 65,805 |
| 58 | 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 | 80 | 7,399.2 | 5,91,936 |
| 59 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 300 | 1,011.2 | 3,03,360 |
| 60 | 15 mm dia nominal bore | Metre | 100 | 267.5 | 26,750 |
| 61 | 25 mm dia nominal bore | Metre | 150 | 417.95 | 62,692.5 |
| 62 | 25 to 40 mm nominal bore | Each | 8 | 757.1 | 6,056.8 |
| 63 | 25 mm nominal bore | Each | 2 | 532.35 | 1,064.7 |
| 64 | 150 mm dia pipe | Metre | 4930 | 1,824.7 | 89,95,771 |
| 65 | Supplying pig lead at site of work. | Quintal | 2 | 28,116.2 | 56,232.4 |
| 66 | 150 mm diameter pipe | Each | 600 | 343.55 | 2,06,130 |
| 67 | Class I | Each | 2 | 4,097.9 | 8,195.8 |
| 68 | Class I | Each | 20 | 5,980.45 | 1,19,609 |
| 69 | Class II | Each | 15 | 6,661.8 | 99,927 |
| 70 | Class I | Each | 4 | 11,609.5 | 46,438 |
| 71 | 15 mm nominal bore | Each | 5 | 262.3 | 1,311.5 |
| 72 | 25 mm nominal bore | Each | 5 | 369.35 | 1,846.75 |
| 73 | 50 mm nominal bore | Each | 5 | 706.7 | 3,533.5 |
| 74 | 65 mm nominal bore | Each | 2 | 994.35 | 1,988.7 |
| 75 | 80 mm nominal bore | Each | 2 | 1,061.25 | 2,122.5 |
| 76 | 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. | Litre | 2000 | 9.7 | 19,400 |
| 77 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 109.85 | 1,098.5 |
| 78 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 103.15 | 1,031.5 |
| 79 | 100 mm nominal dia | Each | 6 | 33.2 | 199.2 |
| 80 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 2 | 136.6 | 273.2 |
| 81 | Up to 600 mm dia | Quintal | 20 | 17,155.9 | 3,43,118 |
| 82 | Up to 600 mm dia | Quintal | 180 | 18,025.6 | 32,44,608 |
| 83 | 150 mm dia pipes | Joint | 400 | 156.05 | 62,420 |
| 84 | 150 mm dia Ductile Iron Class K-7 pipes | Metre | 2000 | 1,601.3 | 32,02,600 |
| 85 | 150 mm dia Ductile Iron Double Flanged | Metre | 2000 | 2,312.9 | 46,25,800 |
| 86 | 150 mm dia. R.C.C. pipe | Metre | 200 | 493.1 | 98,620 |
| 87 | For pipes 100 to 250 mm diameter | Each | 1 | 683.7 | 683.7 |
| 88 | 300 mm dia | Metre | 180 | 592.05 | 1,06,569 |
| 89 | 200 mm nominal size dia | Metre | 100 | 951.95 | 95,195 |
| 90 | 200 mm nominal size dia | Metre | 80 | 1,099.25 | 87,940 |
| 91 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum | 300 | 1,479.25 | 4,43,775 |
| 92 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in- charge. | Hour | 200 | 916.8 | 1,83,360 |
| Schedule total | ₹3,98,07,510.62 | ||||
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