Road Transport and Highways Boards / Undertakings / PSU Closing in 5 days TDR #57981743

Tender For Construction Of 100 Student Capacity Medical College And Attached 430 Bedded Hospital Newly Constructed Government Medical College, Gadchiroli, Maharashtra Under Directorate Of Medical Education And Drugs Department, Government Of Maharash

Issued by Boards / Undertakings / PSU · Gadchiroli, Maharashtra
Tender Value
376.16 Crore
Estimated cost
Bid Submission
02 Nov 2026
5 days left
EMD
3.86 Crore
Bank guarantee accepted
Document Fee
2.36 Lakhs
Non-refundable
Tender Type
Online

Tender Overview

Organization
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Tender ID
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Competition Type
NCB
Bidding Type
Tender
Location / State
Gadchiroli → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
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Contact Person
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Address
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Project Description

Tender for Construction Of 100 Student Capacity Medical College And Attached 430 Bedded Hospital Newly Constructed Government Medical College, Gadchiroli, Maharashtra Under Directorate Of Medical Education And Drugs Department, Government Of Maharashtra

BOQ

Name of Work:- CONSTRUCTION OF 100 STUDENT CAPACITY MEDICAL COLLEGE AND ATTACHED 430 BEDDED HOSPITAL NEWLY CONSTRUCTED GOVERNMENT MEDICAL COLLEGE, GADCHIROLI, MAHARASHTRA UNDER DIRECTORATE OF MEDICAL EDUCATION AND DRUGS DEPARTMENT, GOVERNMENT OF MAHARASHTRA
Sl. No. Item Description
1CONSTRUCTED GOVERNMENT MEDICAL COLLEGE, GADHCHROLI
2Civil Building Cost
3Site Development Works
4Internal and External Plumbing Works
5Sewage Treatment Plant (450KLD)
6Effluent Treatment Plant (150KLD)
7Internal and External Fire Fighting and Fire Alarm Works
8Internal and External Electrical Works
9HVAC Work
10BIO MEDICAL SERVICES
11Furniture Works
12\\"NOTE:-THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST.\\" Please Enable Macros to View BoQ information NAME OF WORK :CONSTRUCTION OF 100 STUDENT CAPACITY MEDICAL COLLEGE AND ATTACHED 430 BEDDED HOSPITAL NEWLY CONSTRUCTED GOVERNMENT MEDICAL COLLEGE, GADCHIROLI, MAHARASHTRA” UNDER DIRECTORATE OF MEDICAL EDUCATION AND DRUGS DEPARTMENT, GOVERNMENT OF MAHARASHTRA Notice Inviting e-Tender (eNIT) No : B AND R/ HO/ DMER/ MAHARASHTRA/ 51264/ GADCHIROLI/ NIT/ CW/ 02, DATED 12.10.2026 Sr.No. Ref No. Description of Item Unit Total Qty. BasicRate Rates Amount (Rs.) CIVIL WORKS EARTH WORK
13DSR 2.28 2.28.1 All Kinds of Soil Sqm 26231.25 28.16 28.16 738672.0
1421.34
1521.02
1621.06
1721.12
1821.16
1921.17
2021.18
2121.19
22SSR RA a Murrum, building rubish, Earth cum 26231.25 177.88 179.66 4712706.0 i Extra for additional lead over 0.50 km for every 0.50 km cum 1311.5625 8.5 8.59 11266.0 b Excavated rock, Soiling stone cum 7869.375 227.08 229.35 1804841.0 i Extra for additional lead over 0.50 km for every 0.50 km cum 524.625 10.75 10.86 5697.0
2321.36 8.50999999999999
2421.37 8.36000000000001
2521.39
2621.24
2721.29
2821.25 CONCRETE WORK
294.1 4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) cum 104.03 5375.28 5375.28 559190.0
3024.01
3124.04
3224.06
3314.34
3449.28
3531.01
36DSR 4.12
37DSR 4.17 R.C.C WORK
3826.46
3926.33 i First Floor MT 979.0 90600.03 95130.03 93132299.0 157.0 ii Second Floor MT 979.0 91497.06 96071.91 94054400.0 iii Third Floor MT 979.0 92394.09 97013.79 94976500.0 iv Fourth Floor MT 979.0 93291.12 97955.68 95898611.0 v Fifth Floor MT 979.0 94188.15 98897.56 96820711.0 vi Sixth Floor MT 979.0 94188.15 98897.56 96820711.0 vii Seventh Floor MT 979.0 94188.15 98897.56 96820711.0 1256000.0
40DSR 5.30
4125.13
4225.15
4325.17
4425.19
4525.33 i First Floor Cum 118.98 14106.67 14812.0 1762332.0 14.8725 ii Second Floor Cum 118.98 14246.34 14958.66 1779781.0 iii Third Floor Cum 118.98 14386.01 15105.31 1797230.0 iv Fourth Floor Cum 118.98 14525.68 15251.96 1814678.0 v Fifth Floor Cum 118.98 14665.35 15398.62 1832128.0 vi Sixth Floor Cum 118.98 14665.35 15398.62 1832128.0 vii Seventh Floor Cum 118.98 14665.35 15398.62 1832128.0
4625.35 i First Floor Cum 585.03125 14291.5 15006.08 8779026.0 73.12875 ii Second Floor Cum 585.03125 14433.0 15154.65 8865944.0 iii Third Floor Cum 585.03125 14574.5 15303.23 8952868.0 iv Fourth Floor Cum 585.03125 14716.0 15451.8 9039786.0 v Fifth Floor Cum 585.03125 14857.5 15600.38 9126710.0 vi Sixth Floor Cum 585.03125 14857.5 15600.38 9126710.0 vii Seventh Floor Cum 585.03125 14857.5 15600.38 9126710.0
4725.37 i First Floor Cum 25.0 14384.42 15103.64 377591.0 3.125 ii Second Floor Cum 25.0 14526.84 15253.18 381330.0 iii Third Floor Cum 25.0 14669.26 15402.72 385068.0 iv Fourth Floor Cum 25.0 14811.68 15552.26 388807.0 v Fifth Floor Cum 25.0 14954.1 15701.81 392545.0 vi Sixth Floor Cum 25.0 14954.1 15701.81 392545.0 vii Seventh Floor Cum 25.0 14954.1 15701.81 392545.0
4825.39 i First Floor Cum 25.0 14476.33 15200.15 380004.0 0.0 ii Second Floor Cum 25.0 14619.66 15350.64 383766.0 iii Third Floor Cum 25.0 14762.99 15501.14 387529.0 iv Fourth Floor Cum 25.0 14906.32 15651.64 391291.0 v Fifth Floor Cum 25.0 15049.65 15802.13 395053.0 vi Sixth Floor Cum 25.0 15049.65 15802.13 395053.0 vii Seventh Floor Cum 25.0 15049.65 15802.13 395053.0
4925.52 i First Floor Cum 1155.0 12576.52 13205.35 15252179.0 144.375 ii Second Floor Cum 1155.0 12701.04 13336.09 15403184.0 iii Third Floor Cum 1155.0 12825.56 13466.84 15554200.0 iv Fourth Floor Cum 1155.0 12950.08 13597.58 15705205.0 v Fifth Floor Cum 1155.0 13074.6 13728.33 15856221.0 vi Sixth Floor Cum 1155.0 13074.6 13728.33 15856221.0 vii Seventh Floor Cum 1155.0 13074.6 13728.33 15856221.0
5025.54 i First Floor Cum 31.25 12761.35 13399.42 418732.0 3.90625 ii Second Floor Cum 31.25 12887.7 13532.09 422878.0 iii Third Floor Cum 31.25 13014.05 13664.75 427023.0 iv Fourth Floor Cum 31.25 13140.4 13797.42 431169.0 v Fifth Floor Cum 31.25 13266.75 13930.09 435315.0 vi Sixth Floor Cum 31.25 13266.75 13930.09 435315.0 vii Seventh Floor Cum 31.25 13266.75 13930.09 435315.0
5125.56 i First Floor Cum 31.25 12854.27 13496.98 421781.0 0.0 ii Second Floor Cum 31.25 12981.54 13630.62 425957.0 iii Third Floor Cum 31.25 13108.81 13764.25 430133.0 iv Fourth Floor Cum 31.25 13236.08 13897.88 434309.0 v Fifth Floor Cum 31.25 13363.35 14031.52 438485.0 vi Sixth Floor Cum 31.25 13363.35 14031.52 438485.0 vii Seventh Floor Cum 31.25 13363.35 14031.52 438485.0
5225.58 i First Floor Cum 31.25 13132.02 13788.62 430894.0 0.0 ii Second Floor Cum 31.25 13262.04 13925.14 435161.0 iii Third Floor Cum 31.25 13392.06 14061.66 439427.0 iv Fourth Floor Cum 31.25 13522.08 14198.18 443693.0 v Fifth Floor Cum 31.25 13652.1 14334.71 447960.0 vi Sixth Floor Cum 31.25 13652.1 14334.71 447960.0 vii Seventh Floor Cum 31.25 13652.1 14334.71 447960.0
5325.72 i First Floor Cum 1025.0 14257.16 14970.02 15344271.0 128.125 ii Second Floor Cum 1025.0 14398.32 15118.24 15496196.0 iii Third Floor Cum 1025.0 14539.48 15266.45 15648111.0 iv Fourth Floor Cum 1025.0 14680.64 15414.67 15800037.0 v Fifth Floor Cum 1025.0 14821.8 15562.89 15951962.0 vi Sixth Floor Cum 1025.0 14821.8 15562.89 15951962.0 vii Seventh Floor Cum 1025.0 14821.8 15562.89 15951962.0
5425.74 i First Floor Cum 31.25 14441.99 15164.09 473878.0 0.0 ii Second Floor Cum 31.25 14584.98 15314.23 478570.0 iii Third Floor Cum 31.25 14727.97 15464.37 483262.0 iv Fourth Floor Cum 31.25 14870.96 15614.51 487953.0 v Fifth Floor Cum 31.25 15013.95 15764.65 492645.0 vi Sixth Floor Cum 31.25 15013.95 15764.65 492645.0 vii Seventh Floor Cum 31.25 15013.95 15764.65 492645.0
5525.76 i First Floor Cum 31.25 14534.91 15261.66 476927.0 0.0 ii Second Floor Cum 31.25 14678.82 15412.76 481649.0 iii Third Floor Cum 31.25 14822.73 15563.87 486371.0 iv Fourth Floor Cum 31.25 14966.64 15714.97 491093.0 v Fifth Floor Cum 31.25 15110.55 15866.08 495815.0 vi Sixth Floor Cum 31.25 15110.55 15866.08 495815.0 vii Seventh Floor Cum 31.25 15110.55 15866.08 495815.0
5625.78 i First Floor Cum 31.25 14812.66 15553.29 486040.0 0.0 ii Second Floor Cum 31.25 14959.32 15707.29 490853.0 iii Third Floor Cum 31.25 15105.98 15861.28 495665.0 iv Fourth Floor Cum 31.25 15252.64 16015.27 500477.0 v Fifth Floor Cum 31.25 15399.3 16169.27 505290.0 vi Sixth Floor Cum 31.25 15399.3 16169.27 505290.0 vii Seventh Floor Cum 31.25 15399.3 16169.27 505290.0
5712.59 i First Floor Cum 139.84125 8099.19 8504.15 1189231.0 17.48 ii Second Floor Cum 139.84125 8179.38 8588.35 1201006.0 iii Third Floor Cum 139.84125 8259.57 8672.55 1212780.0 iv Fourth Floor Cum 139.84125 8339.76 8756.75 1224555.0 v Fifth Floor Cum 139.84125 8419.95 8840.95 1236329.0 vi Sixth Floor Cum 139.84125 8419.95 8840.95 1236329.0 vii Seventh Floor Cum 139.84125 8419.95 8840.95 1236329.0
5826.07 i First Floor Cum 44.92625 14257.16 14970.02 672547.0 5.61625 ii Second Floor Cum 44.92625 14398.32 15118.24 679206.0 iii Third Floor Cum 44.92625 14539.48 15266.45 685864.0 iv Fourth Floor Cum 44.92625 14680.64 15414.67 692523.0 v Fifth Floor Cum 44.92625 14821.8 15562.89 699182.0 vi Sixth Floor Cum 44.92625 14821.8 15562.89 699182.0 vii Seventh Floor Cum 44.92625 14821.8 15562.89 699182.0
5926.19 i First Floor Cum 31.25 15907.5 16702.88 521965.0 0.0 ii Second Floor Cum 31.25 16065.0 16868.25 527133.0 iii Third Floor Cum 31.25 16222.5 17033.63 532301.0 iv Fourth Floor Cum 31.25 16380.0 17199.0 537469.0 v Fifth Floor Cum 31.25 16537.5 17364.38 542637.0 vi Sixth Floor Cum 31.25 16537.5 17364.38 542637.0 vii Seventh Floor Cum 31.25 16537.5 17364.38 542637.0
6026.26 i First Floor Cum 82.62875 12366.44 12984.76 1072914.0 10.32875 ii Second Floor Cum 82.62875 12488.88 13113.32 1083537.0 iii Third Floor Cum 82.62875 12611.32 13241.89 1094161.0 iv Fourth Floor Cum 82.62875 12733.76 13370.45 1104784.0 v Fifth Floor Cum 82.62875 12856.2 13499.01 1115406.0 vi Sixth Floor Cum 82.62875 12856.2 13499.01 1115406.0 vii Seventh Floor Cum 82.62875 12856.2 13499.01 1115406.0
6153.49 i First Floor Mtrs. 48.91 3016.87 3167.71 154933.0 6.11375 ii Second Floor Mtrs. 48.91 3046.74 3199.08 156467.0 iii Third Floor Mtrs. 48.91 3076.61 3230.44 158001.0 iv Fourth Floor Mtrs. 48.91 3106.48 3261.8 159535.0 v Fifth Floor Mtrs. 48.91 3136.35 3293.17 161069.0 vi Sixth Floor Mtrs. 48.91 3136.35 3293.17 161069.0 vii Seventh Floor Mtrs. 48.91 3136.35 3293.17 161069.0
6253.48 i First Floor Mtrs. 148.06875 2715.89 2851.68 422245.0 18.50875 ii Second Floor Mtrs. 148.06875 2742.78 2879.92 426426.0 iii Third Floor Mtrs. 148.06875 2769.67 2908.15 430606.0 iv Fourth Floor Mtrs. 148.06875 2796.56 2936.39 434788.0 v Fifth Floor Mtrs. 148.06875 2823.45 2964.62 438968.0 vi Sixth Floor Mtrs. 148.06875 2823.45 2964.62 438968.0 vii Seventh Floor Mtrs. 148.06875 2823.45 2964.62 438968.0
6353.5 vii Seventh Floor Mtrs. 210.105 6554.1 6881.81 1445903.0 105.055
645.44 5.44.1 Floor Joint of 100 mm gap metre 391.28 5271.34 5271.34 2062570.0
655.45 5.45.1 Wall Joint of 100 mm gap metre 1184.55 4375.07 4375.07 5182489.0
665.46 5.46.1 Roof Joint of 100 mm gap metre 420.21 4935.85 4935.85 2074094.0
675.43 5.43.1 200 mm wide. metre 1604.76 708.96 708.96 1137711.0 MASONRY WORK
6827.01
6927.05 i First Floor Cum 15.625 8073.94 8477.64 132463.0 1.95375 ii Second Floor Cum 15.625 8153.88 8561.57 133775.0 iii Third Floor Cum 15.625 8233.82 8645.51 135086.0 iv Fourth Floor Cum 15.625 8313.76 8729.45 136398.0 v Fifth Floor Cum 15.625 8393.7 8813.39 137709.0 vi Sixth Floor Cum 15.625 8393.7 8813.39 137709.0 vii Seventh Floor Cum 15.625 8393.7 8813.39 137709.0
7027.06 i First Floor sqm 31.25 8073.94 8477.64 264926.0 3.90625 ii Second Floor sqm 31.25 8153.88 8561.57 267549.0 iii Third Floor sqm 31.25 8233.82 8645.51 270172.0 iv Fourth Floor sqm 31.25 8313.76 8729.45 272795.0 v Fifth Floor sqm 31.25 8393.7 8813.39 275418.0 vi Sixth Floor sqm 31.25 8393.7 8813.39 275418.0 vii Seventh Floor sqm 31.25 8393.7 8813.39 275418.0
7127.13 i First Floor Cum 1082.325 7177.06 7535.91 8156304.0 135.29125 ii Second Floor Cum 1082.325 7248.12 7610.53 8237067.0 iii Third Floor Cum 1082.325 7319.18 7685.14 8317819.0 iv Fourth Floor Cum 1082.325 7390.24 7759.75 8398571.0 v Fifth Floor Cum 1082.325 7461.3 7834.37 8479335.0 vi Sixth Floor Cum 1082.325 7461.3 7834.37 8479335.0 vii Seventh Floor Cum 1082.325 7461.3 7834.37 8479335.0
7227.16 i First Floor Sqm 666.97 1036.26 1088.07 725710.0 83.37125 ii Second Floor Sqm 666.97 1046.52 1098.85 732900.0 iii Third Floor Sqm 666.97 1056.78 1109.62 740083.0 iv Fourth Floor Sqm 666.97 1067.04 1120.39 747267.0 v Fifth Floor Sqm 666.97 1077.3 1131.17 754456.0 vi Sixth Floor Sqm 666.97 1077.3 1131.17 754456.0 vii Seventh Floor Sqm 666.97 1077.3 1131.17 754456.0
7327.14 i First Floor Sqm 2850.0 1022.12 1073.23 3058706.0 356.25 ii Second Floor Sqm 2850.0 1032.24 1083.85 3088973.0 iii Third Floor Sqm 2850.0 1042.36 1094.48 3119268.0 iv Fourth Floor Sqm 2850.0 1052.48 1105.1 3149535.0 v Fifth Floor Sqm 2850.0 1062.6 1115.73 3179831.0 vi Sixth Floor Sqm 2850.0 1062.6 1115.73 3179831.0 vii Seventh Floor Sqm 2850.0 1062.6 1115.73 3179831.0
7427.15 i First Floor Cum 1100.6 7413.4 7784.07 8567147.0 137.575 ii Second Floor Cum 1100.6 7486.8 7861.14 8651971.0 iii Third Floor Cum 1100.6 7560.2 7938.21 8736794.0 iv Fourth Floor Cum 1100.6 7633.6 8015.28 8821617.0 v Fifth Floor Cum 1100.6 7707.0 8092.35 8906440.0 vi Sixth Floor Cum 1100.6 7707.0 8092.35 8906440.0 vii Seventh Floor Cum 1100.6 7707.0 8092.35 8906440.0 CLADDING WORK
7533.22 i First Floor Sqm 628.18625 3924.86 4121.1 2588818.0 78.52375 ii Second Floor Sqm 628.18625 3963.72 4161.91 2614455.0 iii Third Floor Sqm 628.18625 4002.58 4202.71 2640085.0 iv Fourth Floor Sqm 628.18625 4041.44 4243.51 2665715.0 v Fifth Floor Sqm 628.18625 4080.3 4284.32 2691351.0 vi Sixth Floor Sqm 628.18625 4080.3 4284.32 2691351.0 vii Seventh Floor Sqm 628.18625 4080.3 4284.32 2691351.0
7633.26 i First Floor Sqm 1838.15 1290.78 1355.32 2491281.0 229.76875 ii Second Floor Sqm 1838.15 1303.56 1368.74 2515949.0 iii Third Floor Sqm 1838.15 1316.34 1382.16 2540617.0 iv Fourth Floor Sqm 1838.15 1329.12 1395.58 2565285.0 v Fifth Floor Sqm 1838.15 1341.9 1409.0 2589953.0 vi Sixth Floor Sqm 1838.15 1341.9 1409.0 2589953.0 vii Seventh Floor Sqm 1838.15 1341.9 1409.0 2589953.0
7751.19 i First Floor Sqm 160.68 8683.98 9118.18 1465109.0 20.085 ii Second Floor Sqm 160.68 8769.96 9208.46 1479615.0 iii Third Floor Sqm 160.68 8855.94 9298.74 1494122.0 iv Fourth Floor Sqm 160.68 8941.92 9389.02 1508628.0 v Fifth Floor Sqm 160.68 9027.9 9479.3 1523134.0 vi Sixth Floor Sqm 160.68 9027.9 9479.3 1523134.0 vii Seventh Floor Sqm 160.68 9027.9 9479.3 1523134.0 Acoustical Wooden Panelling
7851.233 Providing and fixing Wood Perforated panels of width 190mm, thickness of 12mm and length of1180mm , made of a medium density fibre board substrate with laminated/Melamine facing as per the approved shade / species and finish and a melamine balancing layer over the reverse side. .The board shall have a special perforated pattern of 6 mm diameter of hole thru out the area with a toung and groove to fix on the wall without screw. Installed with rockwoll of 50mm thick a perimeter of 0.5mm thick have a unequal flange of 26 mm and 18 mm to be fixed on floor and soffit with the help of water level marking, than a GI section of (Hat channel) shall be placed at c/c 600 to make a grid. than specially extruded aluminum sections of 18 mm x25 mm shall be fixed to hat channel perpendicular using Metal screws spacing at 600mm c/c. Place the dB Wood clip to install the first set of wooden panels by inserting the clips for border and insert the panel into projecting flange of clip. Continue installing rows of panels by inserting the tongue into the groove of earlier inserted panel and progressively installing clips for inside into the next keel till the actual height is achieved. Use clips for the border to finish off the installation. Edges should be finished using wooden moulding of matching colour. A slab of rockwool 48 kg density and 50mm thick shall be placed under the groowood olmac panel.The system shall give NRC of 0.77 with as per ASTM C 423, The color and design shall be approved by architech & Engineer In-charge. Sqm 98.645 5001.0 5251.05 517990.0 98.65 i First Floor Sqm 98.645 5051.01 5303.56 523170.0 12.33125 ii Second Floor Sqm 98.645 5101.02 5356.07 528350.0 iii Third Floor Sqm 98.645 5151.03 5408.58 533529.0 iv Fourth Floor Sqm 98.645 5201.04 5461.09 538709.0 v Fifth Floor Sqm 98.645 5251.05 5513.6 543889.0 vi Sixth Floor Sqm 98.645 5251.05 5513.6 543889.0 vii Seventh Floor Sqm 98.645 5251.05 5513.6 543889.0
7951.232 Install wooden batten grid (provided by others) of section 50x50mm or as approved by the Architect on the solid wall/partition to provide level and plumb surface. The Impalers shall be fixed to the battens using self-tapping screws, 3 nos. in case of 600x600mm and 4 nos. in case of 600x1200mm. Silica based construction adhesive (by others) to be dabbed on to the projecting elements (spikes) of the Impalers. Wall Panels shall be pierced through the spikes of the Impalers ensuring the line and level of the panels are maintained Sqm 65.76375 6645.0 6977.25 458850.0 65.76 i First Floor Sqm 65.76375 6711.45 7047.02 463438.0 8.22 ii Second Floor Sqm 65.76375 6777.9 7116.8 468027.0 iii Third Floor Sqm 65.76375 6844.35 7186.57 472616.0 iv Fourth Floor Sqm 65.76375 6910.8 7256.34 477204.0 v Fifth Floor Sqm 65.76375 6977.25 7326.11 481792.0 vi Sixth Floor Sqm 65.76375 6977.25 7326.11 481792.0 vii Seventh Floor Sqm 65.76375 6977.25 7326.11 481792.0 WOOD WORK
8039.74 i First Floor Sqm 834.73 3030.0 3181.5 2655693.0 104.34125 ii Second Floor Sqm 834.73 3060.0 3213.0 2681987.0 iii Third Floor Sqm 834.73 3090.0 3244.5 2708281.0 iv Fourth Floor Sqm 834.73 3120.0 3276.0 2734575.0 v Fifth Floor Sqm 834.73 3150.0 3307.5 2760869.0 vi Sixth Floor Sqm 834.73 3150.0 3307.5 2760869.0 vii Seventh Floor Sqm 834.73 3150.0 3307.5 2760869.0
8140.01 i First Floor Sqm 890.86 2117.97 2223.87 1981157.0 111.3575 ii Second Floor Sqm 890.86 2138.94 2245.89 2000774.0 iii Third Floor Sqm 890.86 2159.91 2267.91 2020390.0 iv Fourth Floor Sqm 890.86 2180.88 2289.92 2039998.0 v Fifth Floor Sqm 890.86 2201.85 2311.94 2059615.0 vi Sixth Floor Sqm 890.86 2201.85 2311.94 2059615.0 vii Seventh Floor Sqm 890.86 2201.85 2311.94 2059615.0
8240.03 i First Floor Sqm 250.0 3204.73 3364.97 841243.0 31.25 ii Second Floor Sqm 250.0 3236.46 3398.28 849570.0 iii Third Floor Sqm 250.0 3268.19 3431.6 857900.0 iv Fourth Floor Sqm 250.0 3299.92 3464.92 866230.0 v Fifth Floor Sqm 250.0 3331.65 3498.23 874558.0 vi Sixth Floor Sqm 250.0 3331.65 3498.23 874558.0 vii Seventh Floor Sqm 250.0 3331.65 3498.23 874558.0
8340.11 i First Floor Sqm 250.0 3375.42 3544.19 886048.0 0.0 ii Second Floor Sqm 250.0 3408.84 3579.28 894820.0 iii Third Floor Sqm 250.0 3442.26 3614.37 903593.0 iv Fourth Floor Sqm 250.0 3475.68 3649.46 912365.0 v Fifth Floor Sqm 250.0 3509.1 3684.56 921140.0 vi Sixth Floor Sqm 250.0 3509.1 3684.56 921140.0 vii Seventh Floor Sqm 250.0 3509.1 3684.56 921140.0
8440.05
8539.01 i First Floor Cum 2.15375 202050.5 212153.03 456925.0 0.26875 ii Second Floor Cum 2.15375 204051.0 214253.55 461449.0 iii Third Floor Cum 2.15375 206051.5 216354.08 465973.0 iv Fourth Floor Cum 2.15375 208052.0 218454.6 470497.0 v Fifth Floor Cum 2.15375 210052.5 220555.13 475021.0 vi Sixth Floor Cum 2.15375 210052.5 220555.13 475021.0 vii Seventh Floor Cum 2.15375 210052.5 220555.13 475021.0
8651.6 i First Floor Sqm 211.18625 2777.5 2916.38 615899.0 26.39875 ii Second Floor Sqm 211.18625 2805.0 2945.25 621996.0 iii Third Floor Sqm 211.18625 2832.5 2974.13 628095.0 iv Fourth Floor Sqm 211.18625 2860.0 3003.0 634192.0 v Fifth Floor Sqm 211.18625 2887.5 3031.88 640291.0 vi Sixth Floor Sqm 211.18625 2887.5 3031.88 640291.0 vii Seventh Floor Sqm 211.18625 2887.5 3031.88 640291.0
8751.61 i First Floor Sqm 18.8 3131.0 3287.55 61806.0 2.35 ii Second Floor Sqm 18.8 3162.0 3320.1 62418.0 iii Third Floor Sqm 18.8 3193.0 3352.65 63030.0 iv Fourth Floor Sqm 18.8 3224.0 3385.2 63642.0 v Fifth Floor Sqm 18.8 3255.0 3417.75 64254.0 vi Sixth Floor Sqm 18.8 3255.0 3417.75 64254.0 vii Seventh Floor Sqm 18.8 3255.0 3417.75 64254.0
88DSR 9.162F Door shutter:The double skinned double leaf partially insulated door shutters shall be consisting of minimum 50 mm thickness and having box like structure, slots cut and holes punched, for fixing of hardwares with stiffners as per IS: 16074 including resin bonded mineral wool/ceremic wool infill material of minimum density 96 kg/cum. Each door leaf shall be provided with vision panel, having maximum area of 0.06 sqm, of 120 minute fire rated minimum 6 mm thick clear borosilicate glass pane fixed with clip-on arrangement and fire rated ceramic tape having minimum size 13x2 mm to be fixed all around the glass on both the sides. The intumescent seal of minimum size 15x1.5 mm or of size as per test evidence shall be fixed on all the three edges of the door leaves. Integral astragals to be provided for double leaf door on the meeting style each on active and inactive leaf. The door shutters shall be mounted on the frame with SS 304 grade ball bearing hinges as per EN 1935: 2002 or butt hinges as per IS 12817, of minimum size 100x75x3 mm 5 numbers hinges upto 2400mm height or as per test evidence, whichever is more. fixed with M6 25 screws. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hardware accessories. Accessories Hardware:Fire doorset assembly shall be provided with one number of single point panic push bar (cross bar) for active leaf and one number double point panic push bar (cross bar) of desired finish with verticle shoot bolts on top and bottom for inacitvie leaf of double leaf door as per EN 1125, one number external trim with half cylinder 42 mm long with one side key as per EN 1125, two number heavy duty door closers of size 3-5 with standard arm with of desired finish (suitable for 1250 mm wide door leaf) conforming to IS 3564/EN 1154, and one number surface mounted door coordinator with integral shock absorber. Finishing:Both frame and door shutters shall be factory finished with polyester powder coating of minimum 50 microns thick and shall have passed salt spray test as per IS: 13871 of approved colour and shade all complete as per manufacturer's specifications and as per direction of the Engineer-in-charge.Installation: The hollow space in the door frame shall be filled with fire rated self extinguishing type polyurethane foam (PUF) after installation at site of work. The rate shall be inclusive of complete door assembly, supply and installation by the approved manufacturer. 9.162F.1 Double leaf partially Insulated metal fire rated doorset of FD 120 PI classification with 120 minutes integrity and 30 minutes insulation as per IS 3614:2021 for Staircase/ Exit pathway / Refuge area etc Sqm 250.0 20280.1 20280.1 5070025.0
899.162C Frame:The frame shall be of minimum size 90 x 60 mm with grooved profile to take appropriate fire rated smoke seal, having mitred cut joints (self tab/screwed assembled at site) and provided with appropriate reinforcement suitable for taking hardware and flush fixing as per IS: 4351. The smoke seal material shall be of EPDM or any other material tested in accordance with BS 476 (Part-22)/ASTM E-84 of minimum size 10x4 mm, fixed within the inbuilt groove or stuck with adhesive on the entire perimeter of the frame. The door frame shall be fixed in all three sides to masonry wall opening with CSK headed fasteners of minimum 8 mm dia size and minimum 80 mm long hot dip galvanized with 8mm dia polyamide sleeves 5 numbers at each on vertical side and 3 numbers on top side. Door shutter:The double skin double leaf door shutter shall be consisting of minimum 46 mm thick and having box like structure, slots cut and holes punched for fixing of hardware with stiffener as per IS 16074 including Resin bonded honey comb paper core infill material of density 5 kg/cum. Each door leaf shall be provided with vision panel, having maximum area of 0.12 sqm, of 120 minute fire rated minimum 6 mm thick clear borosilicate glass pane fixed with clip-on arrangement and fire rated ceramic tape having minimum size 13x2mm to be fixed all around the glass on both the sides. Integral astragals to be provided for double leaf doors on the meeting style each on active and inactive leaf. The door shutters shall be mounted on the frame with SS 304 grade ball bearing hinges as per EN 1935: 2002 or butt hinges as per IS 12817 both, of minimum size 100x75x3 mm 5 numbers hinges per door leaf upto 2400 mm height or as per test evidence, which ever is more, fixed with M6 25 screws. All doors shall be factory prepared for receiving appropriate hardware and provided with necessary reinforcement for hardware accessories. Hardware Accessories:Fire doorset shall provided with one number fire rated SS 304 grade Mortise dead lock, 50-80 mm Back Set, minimum 20 mm Square forend with allen key Escutcheon of Stainless Steel, and 65/70 mm cylinder with both side key conforming to EN12209/IS: 3614:2021, two pair of D type Pull handle of SS 304 grade of minimum 22 mm dia Centre to centre distance of 300 mm back to back fixing with spindle, one number 300 mm long Concealed lever action flush bolt (Dye-Cast Stainless Steel Finish) at bottom with SS dust proof socket and one number 600 mm long Concealed lever action flush bolt (Dye-Cast Stainless Steel Finish) on top of inactive leaf of double door. Two number fire rated surface mounted heavy duty door closer of size 2-4 with standard arm, of desired finish conforming to IS 3564/EN 1154.Finishing:Both frame and door shutters shall be factory finished with polyester powder coating of minimum 50 microns thick and shall have passed salt spray test as per IS:13871 of approved colour and shade all complete as per manufacturer's specifications and as per direction of the Engineer-in-chargeInstallation: The hollow space in the door frame shall be filled with fire rated self extinguishing type polyurethane foam (PUF) after installation at site of work. The rate shall be inclusive of complete door assembly, supply and installation by the approved manufacturer. 9.162C.1 Double leaf un-insulated metal fire rated doorset of FD 120 classification with 120 minutes integrity only as per IS 3614:2021-For egress application like utility and service area. Sqm 50.0 13667.85 13667.85 683393.0
9051.05 i First Floor Sqm 10.0 23937.0 25133.85 251339.0 0.0 ii Second Floor Sqm 10.0 24174.0 25382.7 253827.0 iii Third Floor Sqm 10.0 24411.0 25631.55 256316.0 iv Fourth Floor Sqm 10.0 24648.0 25880.4 258804.0 v Fifth Floor Sqm 10.0 24885.0 26129.25 261293.0 vi Sixth Floor Sqm 10.0 24885.0 26129.25 261293.0 vii Seventh Floor Sqm 10.0 24885.0 26129.25 261293.0
9154.08 i a 2 Track 2 / 4 Sash (Big Series) window frame of size 67 x 54 mm & Sash of size 64 x 47 mm Sqm 182.32 7320.0 7686.0 1401312.0 182.32 i First Floor Sqm 182.32 7393.2 7762.86 1415325.0 22.79 ii Second Floor Sqm 182.32 7466.4 7839.72 1429338.0 iii Third Floor Sqm 182.32 7539.6 7916.58 1443351.0 iv Fourth Floor Sqm 182.32 7612.8 7993.44 1457364.0 v Fifth Floor Sqm 182.32 7686.0 8070.3 1471377.0 vi Sixth Floor Sqm 182.32 7686.0 8070.3 1471377.0 vii Seventh Floor Sqm 182.32 7686.0 8070.3 1471377.0 ii b 3 Track 3 / 6 Sash (Big Series) window frame of size 122 x 54 mm & Sash of size 64 x 47 mm Sqm 70.52 8526.0 8952.3 631316.0 70.52 i First Floor Sqm 70.52 8611.26 9041.82 637629.0 8.815 ii Second Floor Sqm 70.52 8696.52 9131.35 643943.0 iii Third Floor Sqm 70.52 8781.78 9220.87 650256.0 iv Fourth Floor Sqm 70.52 8867.04 9310.39 656569.0 v Fifth Floor Sqm 70.52 8952.3 9399.92 662882.0 vi Sixth Floor Sqm 70.52 8952.3 9399.92 662882.0 vii Seventh Floor Sqm 70.52 8952.3 9399.92 662882.0 iii c 3 Track with Mesh-2 Glass Sash + 1 Mesh Sash (Each sash shall be half of width of window) (Big Series) Window frame of size 122 x 54 mm & Sash of size 64 x 47 mm. Sqm 15.15625 9760.0 10248.0 155321.0 15.16 i First Floor Sqm 15.15625 9857.6 10350.48 156874.0 1.895 ii Second Floor Sqm 15.15625 9955.2 10452.96 158428.0 iii Third Floor Sqm 15.15625 10052.8 10555.44 159981.0 iv Fourth Floor Sqm 15.15625 10150.4 10657.92 161534.0 v Fifth Floor Sqm 15.15625 10248.0 10760.4 163087.0 vi Sixth Floor Sqm 15.15625 10248.0 10760.4 163087.0 vii Seventh Floor Sqm 15.15625 10248.0 10760.4 163087.0 iv f f) 3 Track with Mesh-2 Glass Sash + 1 Mesh Sash (Each sash shall be half of width of door) (Big Series) Door frame of size 122 x 54 mm & Door Sash ofsize 85 x 47mm & Mesh sash of size 85 x 47 mm. Sqm 15.15625 8273.0 8686.65 131657.0 15.16 i First Floor Sqm 15.15625 8355.73 8773.52 132974.0 1.895 ii Second Floor Sqm 15.15625 8438.46 8860.38 134290.0 iii Third Floor Sqm 15.15625 8521.19 8947.25 135607.0 iv Fourth Floor Sqm 15.15625 8603.92 9034.12 136923.0 v Fifth Floor Sqm 15.15625 8686.65 9120.98 138240.0 vi Sixth Floor Sqm 15.15625 8686.65 9120.98 138240.0 vii Seventh Floor Sqm 15.15625 8686.65 9120.98 138240.0
9254.09 i a Casement Window (Big Series) frame of size 67 x 62 mm & Sash / Mullion of size 67 x 78 mm. Sqm 227.9 10495.0 11019.75 2511401.0 227.9 i First Floor Sqm 227.9 10599.95 11129.95 2536516.0 28.4875 ii Second Floor Sqm 227.9 10704.9 11240.15 2561630.0 iii Third Floor Sqm 227.9 10809.85 11350.34 2586742.0 iv Fourth Floor Sqm 227.9 10914.8 11460.54 2611857.0 v Fifth Floor Sqm 227.9 11019.75 11570.74 2636972.0 vi Sixth Floor Sqm 227.9 11019.75 11570.74 2636972.0 vii Seventh Floor Sqm 227.9 11019.75 11570.74 2636972.0 ii b Casement Door (Big Series) frame of size 67 x 62 mm & Door Sash of size 67 x 115 mm & Mullion (if required) of size 67 x 78 mm. Sqm 88.15 9581.0 10060.05 886793.0 88.15 i First Floor Sqm 88.15 9676.81 10160.65 895661.0 11.01875 ii Second Floor Sqm 88.15 9772.62 10261.25 904529.0 iii Third Floor Sqm 88.15 9868.43 10361.85 913397.0 iv Fourth Floor Sqm 88.15 9964.24 10462.45 922265.0 v Fifth Floor Sqm 88.15 10060.05 10563.05 931133.0 vi Sixth Floor Sqm 88.15 10060.05 10563.05 931133.0 vii Seventh Floor Sqm 88.15 10060.05 10563.05 931133.0 iii c Fixed Window (Big Series) frame of size 67x62mm & Mullion (if required) of size 67x78 mm. Sqm 16.84 8342.0 8759.1 147503.0 16.84 i First Floor Sqm 16.84 8425.42 8846.69 148978.0 2.105 ii Second Floor Sqm 16.84 8508.84 8934.28 150453.0 iii Third Floor Sqm 16.84 8592.26 9021.87 151928.0 iv Fourth Floor Sqm 16.84 8675.68 9109.46 153403.0 v Fifth Floor Sqm 16.84 8759.1 9197.06 154878.0 vi Sixth Floor Sqm 16.84 8759.1 9197.06 154878.0 vii Seventh Floor Sqm 16.84 8759.1 9197.06 154878.0
9354.1 i a Twin Sash Casement Window frame of size 122 x 62 mm, sash 67 x 78 mm & bug-mesh sash of 42 x 84 mm. Sqm 16.84 18783.0 19722.15 332121.0 16.84 i First Floor Sqm 16.84 18970.83 19919.37 335442.0 2.105 ii Second Floor Sqm 16.84 19158.66 20116.59 338763.0 iii Third Floor Sqm 16.84 19346.49 20313.81 342085.0 iv Fourth Floor Sqm 16.84 19534.32 20511.04 345406.0 v Fifth Floor Sqm 16.84 19722.15 20708.26 348727.0 vi Sixth Floor Sqm 16.84 19722.15 20708.26 348727.0 vii Seventh Floor Sqm 16.84 19722.15 20708.26 348727.0 ii b Twin Sash Casement Door frame of size 122 x 62 mm, door sash 67 x 115 mm & bug-mesh sash of 42 x 84 mm. Sqm 134.73 13744.0 14431.2 1944316.0 134.73 i First Floor Sqm 16.84 13881.44 14575.51 245452.0 16.84125 ii Second Floor Sqm 16.84 14018.88 14719.82 247882.0 iii Third Floor Sqm 16.84 14156.32 14864.14 250312.0 iv Fourth Floor Sqm 16.84 14293.76 15008.45 252742.0 v Fifth Floor Sqm 16.84 14431.2 15152.76 255172.0 vi Sixth Floor Sqm 16.84 14431.2 15152.76 255172.0 vii Seventh Floor Sqm 16.84 14431.2 15152.76 255172.0 Fire Resistant Glazed Door
94NSI Fire Resistant Glazed Fixed Partition
95NSI The glass should be held in its place with the help of 1.5 mm cold rolled steel beading and t ceramicape with cross section of 4 x 15 mm as per the test evidence. Beading shall be clipped on using Stainless Steel self-tapping screws fixed at a distance of 70 mm from the edges and 150 mm c/c henceforth. The glass panes are to be supported on non-combustible 5 mm Calcium Silicate setting blocks. The maximum glazing size shall be as per the test certification. The profile has to be fixed to the supporting construction by means of M10 or bigger steel bolts at every 150 mm from the edges and every 500 mm (approx.) c/c. The Partitions shall offer C4 level of wind resistance when tested as per EN12211 and shall provide class 4 level of air permeability as per EN 1026. The Partitions shall also be tested for class 5 of impact resistance when tested as per EN 13049. The Partitions shall also be tested for class 4 level of Mechanical strength when tested as per EN13115. The Partitions shall have water tightness level of 8A when tested as per EN 1027. The test report will be considered valid only if it contains the stamp and signature of the authorized signatory from Saint-Gobain India Pvt. Ltd. Sqm 90.72 111503.5 111503.5 10115598.0 STEEL WORK
9623.01 i First Floor MT 9.87875 102862.44 108005.56 1066960.0 1.235 ii Second Floor MT 9.87875 103880.88 109074.92 1077524.0 iii Third Floor MT 9.87875 104899.32 110144.29 1088088.0 iv Fourth Floor MT 9.87875 105917.76 111213.65 1098652.0 v Fifth Floor MT 9.87875 106936.2 112283.01 1109216.0 vi Sixth Floor MT 9.87875 106936.2 112283.01 1109216.0 vii Seventh Floor MT 9.87875 106936.2 112283.01 1109216.0
9723.04 i First Floor MT 1.2 120653.59 126686.27 152024.0 0.15 ii Second Floor MT 1.2 121848.18 127940.59 153529.0 iii Third Floor MT 1.2 123042.77 129194.91 155034.0 iv Fourth Floor MT 1.2 124237.36 130449.23 156539.0 v Fifth Floor MT 1.2 125431.95 131703.55 158044.0 vi Sixth Floor MT 1.2 125431.95 131703.55 158044.0 vii Seventh Floor MT 1.2 125431.95 131703.55 158044.0
9823.07 i First Floor MT 1.2 115979.31 121778.28 146134.0 0.0 ii Second Floor MT 1.2 117127.62 122984.0 147581.0 iii Third Floor MT 1.2 118275.93 124189.73 149028.0 iv Fourth Floor MT 1.2 119424.24 125395.45 150475.0 v Fifth Floor MT 1.2 120572.55 126601.18 151921.0 vi Sixth Floor MT 1.2 120572.55 126601.18 151921.0 vii Seventh Floor MT 1.2 120572.55 126601.18 151921.0
9937.21 i First Floor Sqm 186.4025 3573.38 3752.05 699392.0 23.3 ii Second Floor Sqm 186.4025 3608.76 3789.2 706316.0 iii Third Floor Sqm 186.4025 3644.14 3826.35 713241.0 iv Fourth Floor Sqm 186.4025 3679.52 3863.5 720166.0 v Fifth Floor Sqm 186.4025 3714.9 3900.65 727091.0 vi Sixth Floor Sqm 186.4025 3714.9 3900.65 727091.0 vii Seventh Floor Sqm 186.4025 3714.9 3900.65 727091.0
10039.25
10139.27 i First Floor Sqm 14.85 2672.46 2806.08 41670.0 0.0 ii Second Floor Sqm 14.85 2698.92 2833.87 42083.0 iii Third Floor Sqm 14.85 2725.38 2861.65 42496.0 iv Fourth Floor Sqm 14.85 2751.84 2889.43 42908.0 v Fifth Floor Sqm 14.85 2778.3 2917.22 43321.0 vi Sixth Floor Sqm 14.85 2778.3 2917.22 43321.0 vii Seventh Floor Sqm 14.85 2778.3 2917.22 43321.0
102DSR 10.5 i First Floor Sqm 12.35 4834.16 5075.87 62687.0 1.54375 ii Second Floor Sqm 12.35 4882.03 5126.13 63308.0 iii Third Floor Sqm 12.35 4929.89 5176.38 63928.0 iv Fourth Floor Sqm 12.35 4977.75 5226.64 64549.0 v Fifth Floor Sqm 12.35 5025.62 5276.9 65170.0 vi Sixth Floor Sqm 12.35 5025.62 5276.9 65170.0 vii Seventh Floor Sqm 12.35 5025.62 5276.9 65170.0
10351.16 i First Floor Kg 62.5 85.85 90.14 5634.0 7.8125 ii Second Floor Kg 62.5 86.7 91.04 5690.0 iii Third Floor Kg 62.5 87.55 91.93 5746.0 iv Fourth Floor Kg 62.5 88.4 92.82 5801.0 v Fifth Floor Kg 62.5 89.25 93.71 5857.0 vi Sixth Floor Kg 62.5 89.25 93.71 5857.0 vii Seventh Floor Kg 62.5 89.25 93.71 5857.0
10451.7 i First Floor No. 200.0 59.59 62.57 12514.0 0.0 ii Second Floor No. 200.0 60.18 63.19 12638.0 iii Third Floor No. 200.0 60.77 63.81 12762.0 iv Fourth Floor No. 200.0 61.36 64.43 12886.0 v Fifth Floor No. 200.0 61.95 65.05 13010.0 vi Sixth Floor No. 200.0 61.95 65.05 13010.0 vii Seventh Floor No. 200.0 61.95 65.05 13010.0
10551.71 i First Floor No. 200.0 295.93 310.73 62146.0 0.0 ii Second Floor No. 200.0 298.86 313.8 62760.0 iii Third Floor No. 200.0 301.79 316.88 63376.0 iv Fourth Floor No. 200.0 304.72 319.96 63992.0 v Fifth Floor No. 200.0 307.65 323.03 64606.0 vi Sixth Floor No. 200.0 307.65 323.03 64606.0 vii Seventh Floor No. 200.0 307.65 323.03 64606.0
10651.73 i First Floor Kg 4167.82 700.94 735.99 3067474.0 520.9775 ii Second Floor Kg 4167.82 707.88 743.27 3097816.0 iii Third Floor Kg 4167.82 714.82 750.56 3128199.0 iv Fourth Floor Kg 4167.82 721.76 757.85 3158582.0 v Fifth Floor Kg 4167.82 728.7 765.14 3188966.0 vi Sixth Floor Kg 4167.82 728.7 765.14 3188966.0 vii Seventh Floor Kg 4167.82 728.7 765.14 3188966.0
10746.39 FLOORING WORK
10833.06 i First Floor Sqm 614.33375 1259.47 1322.44 812420.0 76.79125 ii Second Floor Sqm 614.33375 1271.94 1335.54 820467.0 iii Third Floor Sqm 614.33375 1284.41 1348.63 828509.0 iv Fourth Floor Sqm 614.33375 1296.88 1361.72 836551.0 v Fifth Floor Sqm 614.33375 1309.35 1374.82 844598.0 vi Sixth Floor Sqm 614.33375 1309.35 1374.82 844598.0 vii Seventh Floor Sqm 614.33375 1309.35 1374.82 844598.0
10933.13 i First Floor Sqm 114.04625 586.81 616.15 70270.0 14.25625 ii Second Floor Sqm 114.04625 592.62 622.25 70965.0 iii Third Floor Sqm 114.04625 598.43 628.35 71661.0 iv Fourth Floor Sqm 114.04625 604.24 634.45 72357.0 v Fifth Floor Sqm 114.04625 610.05 640.55 73052.0 vi Sixth Floor Sqm 114.04625 610.05 640.55 73052.0 vii Seventh Floor Sqm 114.04625 610.05 640.55 73052.0
11033.15 i First Floor Sqm 25.0 599.94 629.94 15749.0 3.125 ii Second Floor Sqm 25.0 605.88 636.17 15904.0 iii Third Floor Sqm 25.0 611.82 642.41 16060.0 iv Fourth Floor Sqm 25.0 617.76 648.65 16216.0 v Fifth Floor Sqm 25.0 623.7 654.89 16372.0 vi Sixth Floor Sqm 25.0 623.7 654.89 16372.0 vii Seventh Floor Sqm 25.0 623.7 654.89 16372.0
11133.18 i First Floor Sqm 76.09 1587.72 1667.11 126850.0 9.51125 ii Second Floor Sqm 76.09 1603.44 1683.61 128106.0 iii Third Floor Sqm 76.09 1619.16 1700.12 129362.0 iv Fourth Floor Sqm 76.09 1634.88 1716.62 130618.0 v Fifth Floor Sqm 76.09 1650.6 1733.13 131874.0 vi Sixth Floor Sqm 76.09 1650.6 1733.13 131874.0 vii Seventh Floor Sqm 76.09 1650.6 1733.13 131874.0
11233.23 i First Floor Sqm 66.0 1233.21 1294.87 85461.0 0.0 ii Second Floor Sqm 66.0 1245.42 1307.69 86308.0 iii Third Floor Sqm 66.0 1257.63 1320.51 87154.0 iv Fourth Floor Sqm 66.0 1269.84 1333.33 88000.0 v Fifth Floor Sqm 66.0 1282.05 1346.15 88846.0 vi Sixth Floor Sqm 66.0 1282.05 1346.15 88846.0 vii Seventh Floor Sqm 66.0 1282.05 1346.15 88846.0
11333.26 i First Floor Sqm 650.0 1290.78 1355.32 880958.0 0.0 ii Second Floor Sqm 650.0 1303.56 1368.74 889681.0 iii Third Floor Sqm 650.0 1316.34 1382.16 898404.0 iv Fourth Floor Sqm 650.0 1329.12 1395.58 907127.0 v Fifth Floor Sqm 650.0 1341.9 1409.0 915850.0 vi Sixth Floor Sqm 650.0 1341.9 1409.0 915850.0 vii Seventh Floor Sqm 650.0 1341.9 1409.0 915850.0
11433.3 i First Floor Sqm 116.93125 803.96 844.16 98709.0 14.61625 ii Second Floor Sqm 116.93125 811.92 852.52 99686.0 iii Third Floor Sqm 116.93125 819.88 860.87 100663.0 iv Fourth Floor Sqm 116.93125 827.84 869.23 101640.0 v Fifth Floor Sqm 116.93125 835.8 877.59 102618.0 vi Sixth Floor Sqm 116.93125 835.8 877.59 102618.0 vii Seventh Floor Sqm 116.93125 835.8 877.59 102618.0
11533.31 i First Floor Sqm 28.43 1478.64 1552.57 44140.0 3.55375 ii Second Floor Sqm 28.43 1493.28 1567.94 44577.0 iii Third Floor Sqm 28.43 1507.92 1583.32 45014.0 iv Fourth Floor Sqm 28.43 1522.56 1598.69 45451.0 v Fifth Floor Sqm 28.43 1537.2 1614.06 45888.0 vi Sixth Floor Sqm 28.43 1537.2 1614.06 45888.0 vii Seventh Floor Sqm 28.43 1537.2 1614.06 45888.0
11633.34 i First Floor Sqm 2088.05 4064.24 4267.45 8910649.0 261.00625 ii Second Floor Sqm 2088.05 4104.48 4309.7 8998869.0 iii Third Floor Sqm 2088.05 4144.72 4351.96 9087110.0 iv Fourth Floor Sqm 2088.05 4184.96 4394.21 9175330.0 v Fifth Floor Sqm 2088.05 4225.2 4436.46 9263550.0 vi Sixth Floor Sqm 2088.05 4225.2 4436.46 9263550.0 vii Seventh Floor Sqm 2088.05 4225.2 4436.46 9263550.0
11733.35 i First Floor Sqm 500.0 4213.72 4424.41 2212205.0 62.5 ii Second Floor Sqm 500.0 4255.44 4468.21 2234105.0 iii Third Floor Sqm 500.0 4297.16 4512.02 2256010.0 iv Fourth Floor Sqm 500.0 4338.88 4555.82 2277910.0 v Fifth Floor Sqm 500.0 4380.6 4599.63 2299815.0 vi Sixth Floor Sqm 500.0 4380.6 4599.63 2299815.0 vii Seventh Floor Sqm 500.0 4380.6 4599.63 2299815.0
11833.4 i First Floor Sqm 178.62875 1188.77 1248.21 222966.0 22.32875 ii Second Floor Sqm 178.62875 1200.54 1260.57 225174.0 iii Third Floor Sqm 178.62875 1212.31 1272.93 227382.0 iv Fourth Floor Sqm 178.62875 1224.08 1285.28 229588.0 v Fifth Floor Sqm 178.62875 1235.85 1297.64 231796.0 vi Sixth Floor Sqm 178.62875 1235.85 1297.64 231796.0 vii Seventh Floor Sqm 178.62875 1235.85 1297.64 231796.0
11933.41 i First Floor Sqm 1857.04 1264.52 1327.75 2465685.0 232.13 ii Second Floor Sqm 1857.04 1277.04 1340.89 2490086.0 iii Third Floor Sqm 1857.04 1289.56 1354.04 2514506.0 iv Fourth Floor Sqm 1857.04 1302.08 1367.18 2538908.0 v Fifth Floor Sqm 1857.04 1314.6 1380.33 2563328.0 vi Sixth Floor Sqm 1857.04 1314.6 1380.33 2563328.0 vii Seventh Floor Sqm 1857.04 1314.6 1380.33 2563328.0
12033.42 i First Floor Sqm 437.5 1616.0 1696.8 742350.0 54.6875 ii Second Floor Sqm 437.5 1632.0 1713.6 749700.0 iii Third Floor Sqm 437.5 1648.0 1730.4 757050.0 iv Fourth Floor Sqm 437.5 1664.0 1747.2 764400.0 v Fifth Floor Sqm 437.5 1680.0 1764.0 771750.0 vi Sixth Floor Sqm 437.5 1680.0 1764.0 771750.0 vii Seventh Floor Sqm 437.5 1680.0 1764.0 771750.0
12133.43 i First Floor Sqm 312.5 1691.75 1776.34 555106.0 39.0625 ii Second Floor Sqm 312.5 1708.5 1793.93 560603.0 iii Third Floor Sqm 312.5 1725.25 1811.51 566097.0 iv Fourth Floor Sqm 312.5 1742.0 1829.1 571594.0 v Fifth Floor Sqm 312.5 1758.75 1846.69 577091.0 vi Sixth Floor Sqm 312.5 1758.75 1846.69 577091.0 vii Seventh Floor Sqm 312.5 1758.75 1846.69 577091.0
12233.66 i First Floor Sqm 202.785 742.35 779.47 158065.0 25.34875 ii Second Floor Sqm 202.785 749.7 787.19 159630.0 iii Third Floor Sqm 202.785 757.05 794.9 161194.0 iv Fourth Floor Sqm 202.785 764.4 802.62 162759.0 v Fifth Floor Sqm 202.785 771.75 810.34 164325.0 vi Sixth Floor Sqm 202.785 771.75 810.34 164325.0 vii Seventh Floor Sqm 202.785 771.75 810.34 164325.0
12333.67 i First Floor Sqm 650.02 1212.0 1272.6 827215.0 81.2525 ii Second Floor Sqm 650.02 1224.0 1285.2 835406.0 iii Third Floor Sqm 650.02 1236.0 1297.8 843596.0 iv Fourth Floor Sqm 650.02 1248.0 1310.4 851786.0 v Fifth Floor Sqm 650.02 1260.0 1323.0 859976.0 vi Sixth Floor Sqm 650.02 1260.0 1323.0 859976.0 vii Seventh Floor Sqm 650.02 1260.0 1323.0 859976.0
12433.68 i First Floor Sqm 187.5 4429.86 4651.35 872128.0 23.4375 ii Second Floor Sqm 187.5 4473.72 4697.41 880764.0 iii Third Floor Sqm 187.5 4517.58 4743.46 889399.0 iv Fourth Floor Sqm 187.5 4561.44 4789.51 898033.0 v Fifth Floor Sqm 187.5 4605.3 4835.57 906669.0 vi Sixth Floor Sqm 187.5 4605.3 4835.57 906669.0 vii Seventh Floor Sqm 187.5 4605.3 4835.57 906669.0
12548.04 i First Floor Sqm 525.165 4635.9 4867.7 2556346.0 65.64625 ii Second Floor Sqm 525.165 4681.8 4915.89 2581653.0 iii Third Floor Sqm 525.165 4727.7 4964.09 2606966.0 iv Fourth Floor Sqm 525.165 4773.6 5012.28 2632274.0 v Fifth Floor Sqm 525.165 4819.5 5060.48 2657587.0 vi Sixth Floor Sqm 525.165 4819.5 5060.48 2657587.0 vii Seventh Floor Sqm 525.165 4819.5 5060.48 2657587.0
12648.05 i First Floor Sqm 32.3375 5700.44 5985.46 193555.0 4.0425 ii Second Floor Sqm 32.3375 5756.88 6044.72 195471.0 iii Third Floor Sqm 32.3375 5813.32 6103.99 197388.0 iv Fourth Floor Sqm 32.3375 5869.76 6163.25 199304.0 v Fifth Floor Sqm 32.3375 5926.2 6222.51 201220.0 vi Sixth Floor Sqm 32.3375 5926.2 6222.51 201220.0 vii Seventh Floor Sqm 32.3375 5926.2 6222.51 201220.0
12751.14 i First Floor Nos 6.625 1464.5 1537.73 10187.0 0.82875 ii Second Floor Nos 6.625 1479.0 1552.95 10288.0 iii Third Floor Nos 6.625 1493.5 1568.18 10389.0 iv Fourth Floor Nos 6.625 1508.0 1583.4 10490.0 v Fifth Floor Nos 6.625 1522.5 1598.63 10591.0 vi Sixth Floor Nos 6.625 1522.5 1598.63 10591.0 vii Seventh Floor Nos 6.625 1522.5 1598.63 10591.0
128DSR 11.41A 11.41A.1 Double charge vitrified tile polished finish of size 11.41A.1.1 Size of Tile 600 x 600 mm Sqm 12928.03 1198.69 1198.69 15496700.0
129DSR 11.52 11.52.1 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark Emperadore etc. Sqm 349.29 5712.34 5712.34 1995263.0
13041.78 i First Floor Sqm 32.3375 9925.27 10421.53 337006.0 0.0 ii Second Floor Sqm 32.3375 10023.54 10524.72 340343.0 iii Third Floor Sqm 32.3375 10121.81 10627.9 343680.0 iv Fourth Floor Sqm 32.3375 10220.08 10731.08 347016.0 v Fifth Floor Sqm 32.3375 10318.35 10834.27 350353.0 vi Sixth Floor Sqm 32.3375 10318.35 10834.27 350353.0 vii Seventh Floor Sqm 32.3375 10318.35 10834.27 350353.0
13151.81 i First Floor Rmt 25.0 161.6 169.68 4242.0 0.0 ii Second Floor Rmt 25.0 163.2 171.36 4284.0 iii Third Floor Rmt 25.0 164.8 173.04 4326.0 iv Fourth Floor Rmt 25.0 166.4 174.72 4368.0 v Fifth Floor Rmt 25.0 168.0 176.4 4410.0 vi Sixth Floor Rmt 25.0 168.0 176.4 4410.0 vii Seventh Floor Rmt 25.0 168.0 176.4 4410.0 ROOFING WORK
132DSR 12.21 12.21.1 In 75x75 mm deep chase Metre 2585.58 251.63 251.63 650609.0
133DSR 12.22
13438.39 i First Floor Sqm 104.7675 2064.44 2167.66 227100.0 13.09625 ii Second Floor Sqm 104.7675 2084.88 2189.12 229349.0 iii Third Floor Sqm 104.7675 2105.32 2210.59 231598.0 iv Fourth Floor Sqm 104.7675 2125.76 2232.05 233846.0 v Fifth Floor Sqm 104.7675 2146.2 2253.51 236095.0 vi Sixth Floor Sqm 104.7675 2146.2 2253.51 236095.0 vii Seventh Floor Sqm 104.7675 2146.2 2253.51 236095.0
13538.4 i First Floor Sqm 157.15125 2065.45 2168.72 340817.0 19.64375 ii Second Floor Sqm 157.15125 2085.9 2190.2 344193.0 iii Third Floor Sqm 157.15125 2106.35 2211.67 347567.0 iv Fourth Floor Sqm 157.15125 2126.8 2233.14 350941.0 v Fifth Floor Sqm 157.15125 2147.25 2254.61 354315.0 vi Sixth Floor Sqm 157.15125 2147.25 2254.61 354315.0 vii Seventh Floor Sqm 157.15125 2147.25 2254.61 354315.0
13638.45 i First Floor Sqm 465.42 2414.91 2535.66 1180147.0 58.1775 ii Second Floor Sqm 465.42 2438.82 2560.76 1191829.0 iii Third Floor Sqm 465.42 2462.73 2585.87 1203516.0 iv Fourth Floor Sqm 465.42 2486.64 2610.97 1215198.0 v Fifth Floor Sqm 465.42 2510.55 2636.08 1226884.0 vi Sixth Floor Sqm 465.42 2510.55 2636.08 1226884.0 vii Seventh Floor Sqm 465.42 2510.55 2636.08 1226884.0
13738.46 i First Floor Sqm 465.42 2071.51 2175.09 1012330.0 58.1775 ii Second Floor Sqm 465.42 2092.02 2196.62 1022351.0 iii Third Floor Sqm 465.42 2112.53 2218.16 1032376.0 iv Fourth Floor Sqm 465.42 2133.04 2239.69 1042397.0 v Fifth Floor Sqm 465.42 2153.55 2261.23 1052422.0 vi Sixth Floor Sqm 465.42 2153.55 2261.23 1052422.0 vii Seventh Floor Sqm 465.42 2153.55 2261.23 1052422.0
13838.48 i First Floor Sqm 642.33 2028.08 2129.48 1367829.0 80.29125 ii Second Floor Sqm 642.33 2048.16 2150.57 1381376.0 iii Third Floor Sqm 642.33 2068.24 2171.65 1394916.0 iv Fourth Floor Sqm 642.33 2088.32 2192.74 1408463.0 v Fifth Floor Sqm 642.33 2108.4 2213.82 1422003.0 vi Sixth Floor Sqm 642.33 2108.4 2213.82 1422003.0 vii Seventh Floor Sqm 642.33 2108.4 2213.82 1422003.0
13938.51 i First Floor Sqm 6220.66 1786.69 1876.02 11670083.0 777.5825 ii Second Floor Sqm 6220.66 1804.38 1894.6 11785662.0 iii Third Floor Sqm 6220.66 1822.07 1913.17 11901180.0 iv Fourth Floor Sqm 6220.66 1839.76 1931.75 12016760.0 v Fifth Floor Sqm 6220.66 1857.45 1950.32 12132278.0 vi Sixth Floor Sqm 6220.66 1857.45 1950.32 12132278.0 vii Seventh Floor Sqm 6220.66 1857.45 1950.32 12132278.0
14038.53
14152.35 INSTALLATION: Installation of U-Grid: The U profile to be suspended at every 1200mm center to center using 6mm threaded rod from the structural soffit using U-profile hanger. U-profile splice to be used to join more than one U profiles of length 3.7M. 1st U-Grid Channel must be no more than 400mm from the perimeter. Installation of Baffles: Locate the slot for Baffle Hangers in U Profile section at 1200mm centers. Hangers are inserted into the slot, then rotated 90° and fixed into position by tightening the grub screw. Baffle to be lifted into position and hangers engage over lip of U-Grid Channel. Each Hanger to be secured into position by inserting the Locking Clip. When doing continuous installation, Baffles blades are to be connected at ends with Baffle Joiner, which are inserted into the top and bottom slots of the Baffle closed profile for alignment only. The bottom Joiner to be located first and fastened on one side only. The top Joiner to be fitted then and secured with grub screws on one side. Then the two Baffle sections shall be joined and the top Joiner is screw fastened on the 2nd Baffle profile. End Caps to be located by pushing the End Cap tongues into open Baffle slots. Installation should be carried out as per Manufacturer recommended procedure. Sqm 85.0 13131.0 13787.55 1171942.0 85.0 i First Floor Sqm 85.0 13262.31 13925.43 1183662.0 10.625 ii Second Floor Sqm 85.0 13393.62 14063.3 1195381.0 iii Third Floor Sqm 85.0 13524.93 14201.18 1207100.0 iv Fourth Floor Sqm 85.0 13656.24 14339.05 1218819.0 v Fifth Floor Sqm 85.0 13787.55 14476.93 1230539.0 vi Sixth Floor Sqm 85.0 13787.55 14476.93 1230539.0 vii Seventh Floor Sqm 85.0 13787.55 14476.93 1230539.0
14253.36 INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications below) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees.Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. All border cut tiles shall be laid, using lay-in end cap for installation to have a Microlook effect on perimeters.Installation shall be carried out as per Manufacturer recommended procedure. SUSPENSION SYSTEM accessories manufactured and supplied by Manufacturer consisting of M6 Anchor Fasteners with hanger hole, pre Straightened Hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. Additionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel of dimension 100 x 20mm and 4 mm aquiline wire to be used for level adjustment during installation purpose in main runners. Sqm 85.0 3530.0 3706.5 315053.0 i First Floor Sqm 85.0 3565.3 3743.57 318203.0 0.0 ii Second Floor Sqm 85.0 3600.6 3780.63 321354.0 iii Third Floor Sqm 85.0 3635.9 3817.7 324505.0 iv Fourth Floor Sqm 85.0 3671.2 3854.76 327655.0 v Fifth Floor Sqm 85.0 3706.5 3891.83 330806.0 vi Sixth Floor Sqm 85.0 3706.5 3891.83 330806.0 vii Seventh Floor Sqm 85.0 3706.5 3891.83 330806.0
14353.42 The deflection loading of the system shall be 12.5 kg/m2 (as per standard installation layout mentioned below) and main beam tested as per ASTM C635 (Deflection limit less than L/360) with a deflection loading of 15kg/m. The end details of the cross tee shall be made of pre hardened steel and fixed to the ends of the cross tee to provide double locking between “cross tee to cross tee” and “cross tee to main beam”. All main beam to main beam and cross tee to cross tee connection shall have a pull out strength of more than 100kg. The T Sections shall be made of hot dipped galvanized steel of 90 gsm as per IS 277 (2003) and pre-painted steel with baked polyester paint with 0T bending capability. All border cross tee/main beam shall be levelled using perimeter fill. INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications above) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation shall be carried out as per Manufacturer recommended procedure. SUSPENSION SYSTEM accessories supplied by Manufacturer consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. (Optionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel of dimension 100 x 20mm and 4 mm aquiline wire to be used for level adjustment during installation purpose in main runners). Sqm 593.75 2998.0 3147.9 1869066.0 593.75 i First Floor Sqm 593.75 3027.98 3179.38 1887757.0 74.21875 ii Second Floor Sqm 593.75 3057.96 3210.86 1906448.0 iii Third Floor Sqm 593.75 3087.94 3242.34 1925139.0 iv Fourth Floor Sqm 593.75 3117.92 3273.82 1943831.0 v Fifth Floor Sqm 593.75 3147.9 3305.3 1962522.0 vi Sixth Floor Sqm 593.75 3147.9 3305.3 1962522.0 vii Seventh Floor Sqm 593.75 3147.9 3305.3 1962522.0
14453.43 INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications above) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation shall be carried out as per Manufacturer recommended procedure. SUSPENSION SYSTEM accessories supplied by Manufacturer consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. (Optionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel of dimension 100 x 20mm and 4 mm aquiline wire to be used for level adjustment during installation purpose in main runners). Sqm 126.12625 2077.0 2180.85 275062.0 126.13 i First Floor Sqm 126.12625 2097.77 2202.66 277813.0 15.76625 ii Second Floor Sqm 126.12625 2118.54 2224.47 280564.0 iii Third Floor Sqm 126.12625 2139.31 2246.28 283315.0 iv Fourth Floor Sqm 126.12625 2160.08 2268.08 286064.0 v Fifth Floor Sqm 126.12625 2180.85 2289.89 288815.0 vi Sixth Floor Sqm 126.12625 2180.85 2289.89 288815.0 vii Seventh Floor Sqm 126.12625 2180.85 2289.89 288815.0
14553.44 The Tile & Grid system used together shall carry a 10 year warranty against manufacturing defect and manufacturer shall provide a warranty certificate. The Tile & Grid shall have the manufacturers name embossed/printed on it. The supply shall be backed by a Manufacturing Test Certificate.INSTALLATION: To comprise main runner spaced at 1200mm securely fixed to the structural soffit using suspension system (specifications above) at 1200mm maximum. The First/Last suspension system at the end of each main runner shall not be greater than 450mm from the adjacent wall along with the first and the last main beam shall be at less than 600mm from the wall. Flush fitting 1200mm long cross tees to be interlocked between main runners at 600mm to form 1200 x 600 mm module. Cut cross tees longer than 600mm require independent support. 600 x 600mm module to be formed by fitting 600mm long flush fitting cross tees centrally between the 1200 mm cross tees. Perimeter trim to be wall angles of size 3000x19x19mm, secured to walls using screws at 450mm centre to centre maximum. Installation shall be carried out as per recommended procedure. SUSPENSION SYSTEM accessories supplied by consisting of M6 Anchor Fasteners with hanger hole, pre-straightened hanger wire of dia – 2.5 mm of 1.80 m length having a tensile strength of 344-413 MPa and a minimum loading strength of 110 kgs. (Optionally, adjustable hook clips made of 0.7mm thick Grade 1 C55 galvanized spring steel of dimension 100 x 20mm and 4 mm aquiline wire to be used for level adjustment during installation purpose in main runners). Sqm 100.90125 2380.0 2499.0 252152.0 100.9 i First Floor Sqm 100.90125 2403.8 2523.99 254674.0 12.6125 ii Second Floor Sqm 100.90125 2427.6 2548.98 257195.0 iii Third Floor Sqm 100.90125 2451.4 2573.97 259717.0 iv Fourth Floor Sqm 100.90125 2475.2 2598.96 262238.0 v Fifth Floor Sqm 100.90125 2499.0 2623.95 264760.0 vi Sixth Floor Sqm 100.90125 2499.0 2623.95 264760.0 vii Seventh Floor Sqm 100.90125 2499.0 2623.95 264760.0
14653.47 i First Floor Metre 183.4375 2352.29 2469.9 453072.0 22.93 ii Second Floor Metre 183.4375 2375.58 2494.36 457559.0 iii Third Floor Metre 183.4375 2398.87 2518.81 462044.0 iv Fourth Floor Metre 183.4375 2422.16 2543.27 466531.0 v Fifth Floor Metre 183.4375 2445.45 2567.72 471016.0 vi Sixth Floor Metre 183.4375 2445.45 2567.72 471016.0 vii Seventh Floor Metre 183.4375 2445.45 2567.72 471016.0
14753.48 i First Floor Metre 148.06875 2715.89 2851.68 422245.0 18.50875 ii Second Floor Metre 148.06875 2742.78 2879.92 426426.0 iii Third Floor Metre 148.06875 2769.67 2908.15 430606.0 iv Fourth Floor Metre 148.06875 2796.56 2936.39 434788.0 v Fifth Floor Metre 148.06875 2823.45 2964.62 438968.0 vi Sixth Floor Metre 148.06875 2823.45 2964.62 438968.0 vii Seventh Floor Metre 148.06875 2823.45 2964.62 438968.0
14853.49 i First Floor Metre 48.91 3016.87 3167.71 154933.0 6.11375 ii Second Floor Metre 48.91 3046.74 3199.08 156467.0 iii Third Floor Metre 48.91 3076.61 3230.44 158001.0 iv Fourth Floor Metre 48.91 3106.48 3261.8 159535.0 v Fifth Floor Metre 48.91 3136.35 3293.17 161069.0 vi Sixth Floor Metre 48.91 3136.35 3293.17 161069.0 vii Seventh Floor Metre 48.91 3136.35 3293.17 161069.0
14953.5 i First Floor Metre 52.52625 6304.42 6619.64 347705.0 6.56625 ii Second Floor Metre 52.52625 6366.84 6685.18 351147.0 iii Third Floor Metre 52.52625 6429.26 6750.72 354590.0 iv Fourth Floor Metre 52.52625 6491.68 6816.26 358033.0 v Fifth Floor Metre 52.52625 6554.1 6881.81 361476.0 vi Sixth Floor Metre 52.52625 6554.1 6881.81 361476.0 vii Seventh Floor Metre 52.52625 6554.1 6881.81 361476.0
150NSI FINISHING WORK
15132.02 i First Floor Sqm 3561.98 211.09 221.64 789477.0 445.2475 ii Second Floor Sqm 3561.98 213.18 223.84 797314.0 iii Third Floor Sqm 3561.98 215.27 226.03 805114.0 iv Fourth Floor Sqm 3561.98 217.36 228.23 812951.0 v Fifth Floor Sqm 3561.98 219.45 230.42 820751.0 vi Sixth Floor Sqm 3561.98 219.45 230.42 820751.0 vii Seventh Floor Sqm 3561.98 219.45 230.42 820751.0
15232.04 i First Floor Sqm 1399.22 280.78 294.82 412518.0 174.9025 ii Second Floor Sqm 1399.22 283.56 297.74 416604.0 iii Third Floor Sqm 1399.22 286.34 300.66 420689.0 iv Fourth Floor Sqm 1399.22 289.12 303.58 424775.0 v Fifth Floor Sqm 1399.22 291.9 306.5 428861.0 vi Sixth Floor Sqm 1399.22 291.9 306.5 428861.0 vii Seventh Floor Sqm 1399.22 291.9 306.5 428861.0
15332.12 i First Floor Sqm 5400.22 568.63 597.06 3224255.0 675.0275 ii Second Floor Sqm 5400.22 574.26 602.97 3256171.0 iii Third Floor Sqm 5400.22 579.89 608.88 3288086.0 iv Fourth Floor Sqm 5400.22 585.52 614.8 3320055.0 v Fifth Floor Sqm 5400.22 591.15 620.71 3351971.0 vi Sixth Floor Sqm 5400.22 591.15 620.71 3351971.0 vii Seventh Floor Sqm 5400.22 591.15 620.71 3351971.0
15432.26 i First Floor rmt 228.2925 57.57 60.45 13800.0 28.53625 ii Second Floor rmt 228.2925 58.14 61.05 13937.0 iii Third Floor rmt 228.2925 58.71 61.65 14074.0 iv Fourth Floor rmt 228.2925 59.28 62.24 14209.0 v Fifth Floor rmt 228.2925 59.85 62.84 14346.0 vi Sixth Floor rmt 228.2925 59.85 62.84 14346.0 vii Seventh Floor rmt 228.2925 59.85 62.84 14346.0
15532.31 i First Floor Sqm 14536.39 772.65 811.28 11793082.0 1817.04875 ii Second Floor Sqm 14536.39 780.3 819.32 11909955.0 iii Third Floor Sqm 14536.39 787.95 827.35 12026682.0 iv Fourth Floor Sqm 14536.39 795.6 835.38 12143409.0 v Fifth Floor Sqm 14536.39 803.25 843.41 12260137.0 vi Sixth Floor Sqm 14536.39 803.25 843.41 12260137.0 vii Seventh Floor Sqm 14536.39 803.25 843.41 12260137.0
15632.34 i First Floor Sqm 24900.91 90.9 95.45 2376792.0 3112.61375 ii Second Floor Sqm 24900.91 91.8 96.39 2400199.0 iii Third Floor Sqm 24900.91 92.7 97.34 2423855.0 iv Fourth Floor Sqm 24900.91 93.6 98.28 2447261.0 v Fifth Floor Sqm 24900.91 94.5 99.23 2470917.0 vi Sixth Floor Sqm 24900.91 94.5 99.23 2470917.0 vii Seventh Floor Sqm 24900.91 94.5 99.23 2470917.0
15732.37 i First Floor Rmt 325.0 40.4 42.42 13787.0 40.625 ii Second Floor Rmt 325.0 40.8 42.84 13923.0 iii Third Floor Rmt 325.0 41.2 43.26 14060.0 iv Fourth Floor Rmt 325.0 41.6 43.68 14196.0 v Fifth Floor Rmt 325.0 42.0 44.1 14333.0 vi Sixth Floor Rmt 325.0 42.0 44.1 14333.0 vii Seventh Floor Rmt 325.0 42.0 44.1 14333.0
15835.07 i First Floor Sqm 87.27 96.96 101.81 8885.0 10.90875 ii Second Floor Sqm 87.27 97.92 102.82 8973.0 iii Third Floor Sqm 87.27 98.88 103.82 9060.0 iv Fourth Floor Sqm 87.27 99.84 104.83 9149.0 v Fifth Floor Sqm 87.27 100.8 105.84 9237.0 vi Sixth Floor Sqm 87.27 100.8 105.84 9237.0 vii Seventh Floor Sqm 87.27 100.8 105.84 9237.0
15935.13 i First Floor Sqm 125.0 79.79 83.78 10473.0 0.0 ii Second Floor Sqm 125.0 80.58 84.61 10576.0 iii Third Floor Sqm 125.0 81.37 85.44 10680.0 iv Fourth Floor Sqm 125.0 82.16 86.27 10784.0 v Fifth Floor Sqm 125.0 82.95 87.1 10888.0 vi Sixth Floor Sqm 125.0 82.95 87.1 10888.0 vii Seventh Floor Sqm 125.0 82.95 87.1 10888.0
16035.15 i First Floor Sqm 125.0 105.04 110.29 13786.0 0.0 ii Second Floor Sqm 125.0 106.08 111.38 13923.0 iii Third Floor Sqm 125.0 107.12 112.48 14060.0 iv Fourth Floor Sqm 125.0 108.16 113.57 14196.0 v Fifth Floor Sqm 125.0 109.2 114.66 14333.0 vi Sixth Floor Sqm 125.0 109.2 114.66 14333.0 vii Seventh Floor Sqm 125.0 109.2 114.66 14333.0
16135.19 i First Floor Sqm 125.0 34.34 36.06 4508.0 0.0 ii Second Floor Sqm 125.0 34.68 36.41 4551.0 iii Third Floor Sqm 125.0 35.02 36.77 4596.0 iv Fourth Floor Sqm 125.0 35.36 37.13 4641.0 v Fifth Floor Sqm 125.0 35.7 37.49 4686.0 vi Sixth Floor Sqm 125.0 35.7 37.49 4686.0 vii Seventh Floor Sqm 125.0 35.7 37.49 4686.0
16235.2 i First Floor Sqm 266.2925 37.37 39.24 10449.0 33.28625 ii Second Floor Sqm 266.2925 37.74 39.63 10553.0 iii Third Floor Sqm 266.2925 38.11 40.02 10657.0 iv Fourth Floor Sqm 266.2925 38.48 40.4 10758.0 v Fifth Floor Sqm 266.2925 38.85 40.79 10862.0 vi Sixth Floor Sqm 266.2925 38.85 40.79 10862.0 vii Seventh Floor Sqm 266.2925 38.85 40.79 10862.0
16335.21 i First Floor Sqm 2160.33 36.36 38.18 82481.0 270.04125 ii Second Floor Sqm 2160.33 36.72 38.56 83302.0 iii Third Floor Sqm 2160.33 37.08 38.93 84102.0 iv Fourth Floor Sqm 2160.33 37.44 39.31 84923.0 v Fifth Floor Sqm 2160.33 37.8 39.69 85743.0 vi Sixth Floor Sqm 2160.33 37.8 39.69 85743.0 vii Seventh Floor Sqm 2160.33 37.8 39.69 85743.0
16435.24 i First Floor Sqm 175.0 164.63 172.86 30251.0 0.0 ii Second Floor Sqm 175.0 166.26 174.57 30550.0 iii Third Floor Sqm 175.0 167.89 176.28 30849.0 iv Fourth Floor Sqm 175.0 169.52 178.0 31150.0 v Fifth Floor Sqm 175.0 171.15 179.71 31449.0 vi Sixth Floor Sqm 175.0 171.15 179.71 31449.0 vii Seventh Floor Sqm 175.0 171.15 179.71 31449.0
16535.26 i First Floor Sqm 5406.35 297.95 312.85 1691377.0 675.79375 ii Second Floor Sqm 5406.35 300.9 315.95 1708136.0 iii Third Floor Sqm 5406.35 303.85 319.04 1724842.0 iv Fourth Floor Sqm 5406.35 306.8 322.14 1741602.0 v Fifth Floor Sqm 5406.35 309.75 325.24 1758361.0 vi Sixth Floor Sqm 5406.35 309.75 325.24 1758361.0 vii Seventh Floor Sqm 5406.35 309.75 325.24 1758361.0
16636.03 i First Floor Sqm 354.0 12.12 12.73 4506.0 0.0 ii Second Floor Sqm 354.0 12.24 12.85 4549.0 iii Third Floor Sqm 354.0 12.36 12.98 4595.0 iv Fourth Floor Sqm 354.0 12.48 13.1 4637.0 v Fifth Floor Sqm 354.0 12.6 13.23 4683.0 vi Sixth Floor Sqm 354.0 12.6 13.23 4683.0 vii Seventh Floor Sqm 354.0 12.6 13.23 4683.0
16736.05 i First Floor Sqm 354.0 19.19 20.15 7133.0 0.0 ii Second Floor Sqm 354.0 19.38 20.35 7204.0 iii Third Floor Sqm 354.0 19.57 20.55 7275.0 iv Fourth Floor Sqm 354.0 19.76 20.75 7346.0 v Fifth Floor Sqm 354.0 19.95 20.95 7416.0 vi Sixth Floor Sqm 354.0 19.95 20.95 7416.0 vii Seventh Floor Sqm 354.0 19.95 20.95 7416.0
16836.11 i First Floor Sqm 2160.33 48.48 50.9 109961.0 270.04125 ii Second Floor Sqm 2160.33 48.96 51.41 111063.0 iii Third Floor Sqm 2160.33 49.44 51.91 112143.0 iv Fourth Floor Sqm 2160.33 49.92 52.42 113244.0 v Fifth Floor Sqm 2160.33 50.4 52.92 114325.0 vi Sixth Floor Sqm 2160.33 50.4 52.92 114325.0 vii Seventh Floor Sqm 2160.33 50.4 52.92 114325.0
16936.14 i First Floor Sqm 150.0 136.35 143.17 21476.0 0.0 ii Second Floor Sqm 150.0 137.7 144.59 21689.0 iii Third Floor Sqm 150.0 139.05 146.0 21900.0 iv Fourth Floor Sqm 150.0 140.4 147.42 22113.0 v Fifth Floor Sqm 150.0 141.75 148.84 22326.0 vi Sixth Floor Sqm 150.0 141.75 148.84 22326.0 vii Seventh Floor Sqm 150.0 141.75 148.84 22326.0
17048.13 i First Floor Sqm 71.325 143.42 150.59 10741.0 8.91625 ii Second Floor Sqm 71.325 144.84 152.08 10847.0 iii Third Floor Sqm 71.325 146.26 153.57 10953.0 iv Fourth Floor Sqm 71.325 147.68 155.06 11060.0 v Fifth Floor Sqm 71.325 149.1 156.56 11167.0 vi Sixth Floor Sqm 71.325 149.1 156.56 11167.0 vii Seventh Floor Sqm 71.325 149.1 156.56 11167.0
17148.14 i First Floor Sqm 8617.92 179.78 188.77 1626805.0 1077.24 ii Second Floor Sqm 8617.92 181.56 190.64 1642920.0 iii Third Floor Sqm 8617.92 183.34 192.51 1659036.0 iv Fourth Floor Sqm 8617.92 185.12 194.38 1675151.0 v Fifth Floor Sqm 8617.92 186.9 196.25 1691267.0 vi Sixth Floor Sqm 8617.92 186.9 196.25 1691267.0 vii Seventh Floor Sqm 8617.92 186.9 196.25 1691267.0 ALUMINIUM WORK
172DSR 21.18
17339.5 i First Floor Sqm 57.6 5757.0 6044.85 348183.0 0.0 ii Second Floor Sqm 57.6 5814.0 6104.7 351631.0 iii Third Floor Sqm 57.6 5871.0 6164.55 355078.0 iv Fourth Floor Sqm 57.6 5928.0 6224.4 358525.0 v Fifth Floor Sqm 57.6 5985.0 6284.25 361973.0 vi Sixth Floor Sqm 57.6 5985.0 6284.25 361973.0 vii Seventh Floor Sqm 57.6 5985.0 6284.25 361973.0
17439.51 b b) Powder Coated Sqm 571.48 5621.0 5902.05 3372904.0 571.48 i First Floor Sqm 571.48 5677.21 5961.07 3406632.0 71.435 ii Second Floor Sqm 571.48 5733.42 6020.09 3440361.0 iii Third Floor Sqm 571.48 5789.63 6079.11 3474090.0 iv Fourth Floor Sqm 571.48 5845.84 6138.13 3507819.0 v Fifth Floor Sqm 571.48 5902.05 6197.15 3541547.0 vi Sixth Floor Sqm 571.48 5902.05 6197.15 3541547.0 vii Seventh Floor Sqm 571.48 5902.05 6197.15 3541547.0
17539.52 b b) Powder Coated Sqm 182.12875 5716.0 6001.8 1093100.0 182.13 i First Floor Sqm 182.12875 5773.16 6061.82 1104032.0 22.76625 ii Second Floor Sqm 182.12875 5830.32 6121.84 1114963.0 iii Third Floor Sqm 182.12875 5887.48 6181.85 1125893.0 iv Fourth Floor Sqm 182.12875 5944.64 6241.87 1136824.0 v Fifth Floor Sqm 182.12875 6001.8 6301.89 1147755.0 vi Sixth Floor Sqm 182.12875 6001.8 6301.89 1147755.0 vii Seventh Floor Sqm 182.12875 6001.8 6301.89 1147755.0
17639.55 i First Floor Sqm 28.36375 6344.82 6662.06 188961.0 3.545 ii Second Floor Sqm 28.36375 6407.64 6728.02 190832.0 iii Third Floor Sqm 28.36375 6470.46 6793.98 192703.0 iv Fourth Floor Sqm 28.36375 6533.28 6859.94 194574.0 v Fifth Floor Sqm 28.36375 6596.1 6925.91 196445.0 vi Sixth Floor Sqm 28.36375 6596.1 6925.91 196445.0 vii Seventh Floor Sqm 28.36375 6596.1 6925.91 196445.0
17739.63 i First Floor Sqm 98.38625 8777.91 9216.81 906807.0 12.29875 ii Second Floor Sqm 98.38625 8864.82 9308.06 915785.0 iii Third Floor Sqm 98.38625 8951.73 9399.32 924764.0 iv Fourth Floor Sqm 98.38625 9038.64 9490.57 933742.0 v Fifth Floor Sqm 98.38625 9125.55 9581.83 942720.0 vi Sixth Floor Sqm 98.38625 9125.55 9581.83 942720.0 vii Seventh Floor Sqm 98.38625 9125.55 9581.83 942720.0
17839.64 i First Floor Sqm 25.0 8233.52 8645.2 216130.0 0.0 ii Second Floor Sqm 25.0 8315.04 8730.79 218270.0 iii Third Floor Sqm 25.0 8396.56 8816.39 220410.0 iv Fourth Floor Sqm 25.0 8478.08 8901.98 222550.0 v Fifth Floor Sqm 25.0 8559.6 8987.58 224690.0 vi Sixth Floor Sqm 25.0 8559.6 8987.58 224690.0 vii Seventh Floor Sqm 25.0 8559.6 8987.58 224690.0 Aluminium Fixed Window
179NSI Aluminium Twin Sash Casement Window
180NSI Aluminium Sliding Window
181NSI WATER PROOFING
182DSR 16.3.5+ 2.25
18331.05 i First Floor Sqm 315.88 434.3 456.02 144048.0 39.485 ii Second Floor Sqm 315.88 438.6 460.53 145472.0 iii Third Floor Sqm 315.88 442.9 465.05 146900.0 iv Fourth Floor Sqm 315.88 447.2 469.56 148325.0 v Fifth Floor Sqm 315.88 451.5 474.08 149752.0 vi Sixth Floor Sqm 315.88 451.5 474.08 149752.0 vii Seventh Floor Sqm 315.88 451.5 474.08 149752.0 Waterproofing of Terrace
18431.04 Waterproofing of Raft
185NSI 375.0 400.0 Waterproofing of Retaining Wall 100.0 100.0
186NSI Construction Joint Treatment
187NSI Treating of constriction joints:Grouting the porous slab area with non-shrink by Drilling holes and injecting cement slurry admix with shrink compensating plasticizing compound Pidicrete AM @ 225 gms/50kg bag of cement through the nozzles under mechanical pressure grouting pump, Fixing nozzles of 12mm dia with @ 500 mm c/c at an inclined angle over the surface of RCC/ beam/ etc. and along the construction joint line or where honeycombing is present in concrete structures or cracks are dormant/ as per the requirement.Providing and applying angle fillet of 50 mm X 50mm on the right angles of wall junction floor junctions and properly dressed by preparing polymer modified mortar admixed with Pidicrete URP 10 % by weight of cement in the ratio of 1:3 etc., complete. Waterproof Coating:Providing and applying 2 coats of acrylic polymer modified cementitious coating Fastflex having elongation at break 120%; 5 Bar resistance to positive water pressure, Adhesive Strength ASTM D 7234- 1 N/mm2, Water Vapor Transmission as per ASTM E96 of 0.7 Perms and Crack bridging ability as per EN 1062-7 up to 2mm. Apply two coats of Fastflex slurry @ 3 Kg per sqm. prepare the mix by adding pre packed powed content to liquid component in the mix ratio (1 part polymer & 1.4 part powder). Provide and lay 45 gsm glass fibre mesh over the angle fillet when the first coat in still wet. Allow the first coat to dry for 6 to 8 hours. Then, apply the second coat at a direction perpendicular to first coat. Extend coating over the masonry walls up to the complete height of tank & sprinkle the quartz sand / fine sand over the second and final coat when it is still wet on the vertical wall surface for creating a firm key for plastering to ensure complete waterproofing. Allow the coating to air cure for 5 days before conducting water ponding test fir 24 Hrs. Protection Plaster / Screed:Laying 50 mm Thick protective screed of Cement Concrete of 1:1.5:3 mixes with integral compound conforming to IS 2645:2003, Pidiproof LW+ @ 200ml per bag of cement, to provide slope to the horizontal surface towards drain outlet and also to protect the waterproofing, keeping the surface broomed, curing and testing for water tightness for 7 days etc. complete.. Vertical Protection:Providing & applying 15 mm THK protective plaster of C: M –1:4 admixed with integral waterproof compound conforming to IS 2645:2003, Pidiproof LW+ @ 220ml per bag of cement, over the waterproof coating for vertical protection. For WTP/UGT Tank:Supplying and applying finish layer of two coats of food grade epoxy coating @250/Gms/M2.(in two coats @125gms /M2 /coat) over protection plaster and screed. Sqm 500.0 1860.0 1860.0 930000.0 For STP Tank:Supplying and applying finish layer of two coats of Coal Tar epoxy resin coating @500/Gms/M2.(in two coats @250gms /M2 /coat) over protection plaster and screed. Sqm 500.0 1810.0 1810.0 905000.0 STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL
188DSR 25.1
189DSR 25.2 (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the periMetre for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub- head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm. up to two decimal places. Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories (1) Performance Laboratory Test for Air Leakage Test (-50pa to - 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr (2) Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml. (3) Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml (4) Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330- 10 testing method for a range upto 50 mm (5) Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test Tests to be conducted on site. Powder coated aluminium (minimum thickness of powder coating 50 micron) (6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml Sqm 1904.18 2894.78 2894.78 5512182.0
190DSR 25.3 (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/ m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. Sqm 1904.18 3066.46 3066.46 5839092.0
191DSR 25.4 NEW TECHNOLOGIES AND MATERIALS
19251.189 Panels must satisfy Dart drop impact test as per IS 14443-97 shall show no sign of breakage on Polycarbonate sheets which have been exposed to UV for a min. of 500 Hours as per ASTM G 155. Panels shall not have Yellowness Index as per ASTM D 1925 of 15 units when tested on a sample exposed to UV for 500 Hours as per ASTM G 155. U value shall not be more than 1.9 W/m2K as per EN ISO 10077-2:2018. Panel shall be with additional End cap/Aluminium U/F profile/ Glazing Bar for ends as required. Panel shall be fixed over MS structural steel/MS purlin (paid separately) conforming to the detail technical specifications as per approved architectural drawings. Trained and factory authorized labour with supervision to complete the entire panel installation as per drawing & direction of the engineer in charge. Colour: As per approval. The 18mm thick panels shall be used for a roofing height of upto 25 mtrs Sqm 1516.67 5444.0 5716.2 8669589.0
193NSI Corner Guards
19453.01 i First Floor Each 5.0 245.43 257.7 1289.0 0.0 ii Second Floor Each 5.0 247.86 260.25 1301.0 iii Third Floor Each 5.0 250.29 262.8 1314.0 iv Fourth Floor Each 5.0 252.72 265.36 1327.0 v Fifth Floor Each 5.0 255.15 267.91 1340.0 vi Sixth Floor Each 5.0 255.15 267.91 1340.0 vii Seventh Floor Each 5.0 255.15 267.91 1340.0
19553.02 i First Floor Each 5.0 440.36 462.38 2312.0 0.0 ii Second Floor Each 5.0 444.72 466.96 2335.0 iii Third Floor Each 5.0 449.08 471.53 2358.0 iv Fourth Floor Each 5.0 453.44 476.11 2381.0 v Fifth Floor Each 5.0 457.8 480.69 2403.0 vi Sixth Floor Each 5.0 457.8 480.69 2403.0 vii Seventh Floor Each 5.0 457.8 480.69 2403.0
19653.03 i First Floor Each 5.0 546.41 573.73 2869.0 0.0 ii Second Floor Each 5.0 551.82 579.41 2897.0 iii Third Floor Each 5.0 557.23 585.09 2925.0 iv Fourth Floor Each 5.0 562.64 590.77 2954.0 v Fifth Floor Each 5.0 568.05 596.45 2982.0 vi Sixth Floor Each 5.0 568.05 596.45 2982.0 vii Seventh Floor Each 5.0 568.05 596.45 2982.0
19753.04 i First Floor Each 5.0 798.91 838.86 4194.0 0.0 ii Second Floor Each 5.0 806.82 847.16 4236.0 iii Third Floor Each 5.0 814.73 855.47 4277.0 iv Fourth Floor Each 5.0 822.64 863.77 4319.0 v Fifth Floor Each 5.0 830.55 872.08 4360.0 vi Sixth Floor Each 5.0 830.55 872.08 4360.0 vii Seventh Floor Each 5.0 830.55 872.08 4360.0
19853.05 i First Floor Each 5.0 1190.79 1250.33 6252.0 0.0 ii Second Floor Each 5.0 1202.58 1262.71 6314.0 iii Third Floor Each 5.0 1214.37 1275.09 6375.0 iv Fourth Floor Each 5.0 1226.16 1287.47 6437.0 v Fifth Floor Each 5.0 1237.95 1299.85 6499.0 vi Sixth Floor Each 5.0 1237.95 1299.85 6499.0 vii Seventh Floor Each 5.0 1237.95 1299.85 6499.0
19953.06 i First Floor Each 5.0 3317.85 3483.74 17419.0 0.0 ii Second Floor Each 5.0 3350.7 3518.24 17591.0 iii Third Floor Each 5.0 3383.55 3552.73 17764.0 iv Fourth Floor Each 5.0 3416.4 3587.22 17936.0 v Fifth Floor Each 5.0 3449.25 3621.71 18109.0 vi Sixth Floor Each 5.0 3449.25 3621.71 18109.0 vii Seventh Floor Each 5.0 3449.25 3621.71 18109.0
20053.07 i First Floor Each 5.0 6302.4 6617.52 33088.0 0.0 ii Second Floor Each 5.0 6364.8 6683.04 33415.0 iii Third Floor Each 5.0 6427.2 6748.56 33743.0 iv Fourth Floor Each 5.0 6489.6 6814.08 34070.0 v Fifth Floor Each 5.0 6552.0 6879.6 34398.0 vi Sixth Floor Each 5.0 6552.0 6879.6 34398.0 vii Seventh Floor Each 5.0 6552.0 6879.6 34398.0
201NSI The Clay tiles shall rest on a rubber bulb fixed to the aluminum extrusions to enable the tiles to have expansion contraction movement. The designed system shall be so as to accommodate thermal movement. Terracotta tiles shall be easily removable without breakage or disruption to adjacent tiles. The corner tiles shall be of single piece type forming a perfect finish at the corners. The tile to tile vertical joint shall be 8mm wide & shall be left open. The vertical grooves shall have aluminium extruded vertical seperator profile. The rate shall include for all tools, tackles, labour, transportation, incidental charges, wastage, necessary scaffolding /staging for all leads, levels & heights, ten years warranty for the performance of the entire system on approved proforma etc. complete as per manufacturer's specifications and guidelines, approved shop drawings and as directed by the Engineer-in-Charge.1) Building components shall be designed to accommodate imposed loads from the aluminum support system and terra cotta tiles. 2) Building components must be designed so their deflection under imposed loading will not cause deflection of aluminum support system of exceed specified tolerances. 3) The entire system shall have architectural flatness for creating naural smooth monolithic surface. It shall satisfy all the performance parameters Sqm 50.0 11098.0 11098.0 554900.0
202NSI Manufacturer should have in house testing lab and powder coating line with Nano technology & Catalytic Converter Oven.The Exterior grade powder shall confirm with the performance requirements of AAMA 2603.02 & Qualicoat Class 1 specifications. The coating thickness shall be average 60 microns and Salt Spray resistance complaint for 1500 hrs exposure in SST Cabinet with Minimum blister rating 8 as per ASTM B-117, AAMA2603.02, 6.7.2,ASTM D1654 and Weather resistance of 12 Months Florida Exposure as per AAMA2603.02, 6.8.Manufacturer Pre-Qualification Criteria: Make in India: The manufacturer should have manufacturing plant in India to the promote make in India products as per the latest directives of Government of India.High Precision High Speed Cold Roll Forming: The panels shall be manufactured on high precision & high-speed roll forming machine to control product dimensional tolerance within limits and achieve consistent quality product.Experience: The manufacturer should have minimum experience of 10 years in similar product manufacturing application in India.Quality Management System: The company should have own Manufacturing Plant with QC Laboratory.ISO Certification - ISO 9001: 2015 Quality Management System Certification shall be mandatory.Sustainability: The manufacturer should be able to submit 'IGBC GreenPro Certificate' for the product proposed for Green Building certification.Fire Rating: Product should be noncombustible and should not propagate the fire. Shall comply for BS 476 Part 3 , Part 4 , Part 6 & 7Seismic Resistance: The product shall meet the Seismic Standard IS1893 -2002, Zone 5 (Five) tested by a specialized and reputed Indian testing Institution.Advanced Technology: Manufacturer should have fully automatic plant with auto index machine to ensure flatness and perforation dimensional accuracy of the panels.Capacity : Manufacturer should have the capacity to supply the huge quantity of this scale in time bound manner. Rmt 25.0 21039.08 21039.08 525977.0
20351.19 i First Floor Sqm 75.0 2173.52 2282.2 171165.0 0.0 ii Second Floor Sqm 75.0 2195.04 2304.79 172859.0 iii Third Floor Sqm 75.0 2216.56 2327.39 174554.0 iv Fourth Floor Sqm 75.0 2238.08 2349.98 176249.0 v Fifth Floor Sqm 75.0 2259.6 2372.58 177944.0 vi Sixth Floor Sqm 75.0 2259.6 2372.58 177944.0 vii Seventh Floor Sqm 75.0 2259.6 2372.58 177944.0
20416.93
205DSR 26.86 26.86.6 Frame size 65x 125 mm metre 1200.0 1093.99 1093.99 1312788.0
20639.81 i First Floor Sqm 68.31625 6369.06 6687.51 456866.0 8.54 ii Second Floor Sqm 68.31625 6432.12 6753.73 461390.0 iii Third Floor Sqm 68.31625 6495.18 6819.94 465913.0 iv Fourth Floor Sqm 68.31625 6558.24 6886.15 470436.0 v Fifth Floor Sqm 68.31625 6621.3 6952.37 474960.0 vi Sixth Floor Sqm 68.31625 6621.3 6952.37 474960.0 vii Seventh Floor Sqm 68.31625 6621.3 6952.37 474960.0
20751.85
20851.235 i First Floor Sqm 55.0 3380.47 3549.49 195222.0 0.0 ii Second Floor Sqm 55.0 3413.94 3584.64 197155.0 iii Third Floor Sqm 55.0 3447.41 3619.78 199088.0 iv Fourth Floor Sqm 55.0 3480.88 3654.92 201021.0 v Fifth Floor Sqm 55.0 3514.35 3690.07 202954.0 vi Sixth Floor Sqm 55.0 3514.35 3690.07 202954.0 vii Seventh Floor Sqm 55.0 3514.35 3690.07 202954.0
209DSR 12.55
21033.53
21133.54
212NSI UNDERSTRUCTURE SPECIFICATION Pedestal Construction: The pedestal assembly shall provide easy adjustment of leveling and accurately align panels for a maximum ± 25 mm in the vertical direction. The Pedestal head assembly shall consist of embossed head mechanically riveted to a rolled formed stud and 2 check nuts for level adjustment and arresting vertical movement. The pedestal head shall consist of an anti-vibration conductive cap with inbuilt isolating spacers for Panel and stringer location.Axial Load: 22kN The complete understructure system should be grounded/earthed and tested as per standards. The load bearing capacity of the pedestals are based on tests performed in accordance with BSEN 12825Stingers construction: The stringer shall be continuous box type, for strength, lateral stability, and for enhanced rolling load performance and to support the panels on all four sides for alignment without leaving any gap at the pedestal head preventing air leakage. All steel components shall be Galvanized & Electro plated as per manufacturers offered system & standard practices. The box tabular section provides a higher footprint area for the panel to rest that improves load carrying performance of the floor. The continuous stringer on both sides fully supports the panel edges and minimizes air leakage. ENVIORNMENTAL CERTIFICATES: EPD certification, EC1, Eurofins indoor air comfort, IBR Sqm 150.0 8325.0 8325.0 1248750.0
213NSI a Access Panel 600*600*12.5mm MR Each 25.0 3735.2 3735.2 93380.0 b Access Panel 600*1200*12.5mm MR Each 10.0 6912.65 6912.65 69127.0 c Access Panel 900*900*12.5mm MR Each 5.0 7240.4 7240.4 36202.0 TOTAL Civil Building 2611519159.0 2611519159.0 Total SITE DEVELOPMENT ROAD , Parking and Footpath WORK
21421.02
21521.36
21626.33
21714.33
21853.68
21953.78
2206.12a
22133.54
22251.85
223Dsr 16.49
22442.09
225Dsr 19.36 19.36.2 600 mm dia RCC pipes. Metre 1293.0 3244.62 3244.62 4195294.0 HORTICULTURE AND LANDSCAPING
22621.02
22721.36
22821.37
2292.4 2.4.1 Screened through sieve of I.S. designation 20 mm Cum 1135.94 254.15 254.15 288699.0
2302.1 2.10.1 In rows 5 cm apart in both directions Sqm 1135.94 17.7 17.7 20106.0
2312.28 Trees/Plants
2322.57 i 2.57.1 Tree Plant Each 200.0 7.3 7.3 1460.0 ii 2.57.2 Shrubs Plant Each 300.0 3.65 3.65 1095.0
2332.35 GATE AND BOUNDARY WALL EARTH WORK
23421.02
23521.36 CONCRETE WORK
23614.34 R.C.C WORK
23726.33
23825.13
23925.33
24025.52
24130.11 BRICK WORK
24227.13 FINISHING WORK
24332.04
24432.12
24535.26
24633.68
24751.19
24823.01 TOTAL Site Development 124423523.0 124423523.0 TOTAL INTERNAL AND EXTERNAL PLUMBING 0.0 SANITARY INSTALLATIONS & C.P FITTINGS 0.0
249 1st floor each 12.0 7461.88 7834.97 94019.64 2nd floor each 11.0 7535.76 7912.55 87038.05 3rd floor each 11.0 7609.64 7990.12 87891.32 4th floor each 11.0 7683.52 8067.7 88744.7 5th floor each 11.0 7757.4 8145.27 89597.97 6th floor each 11.0 7757.4 8145.27 89597.97 7th floor each 11.0 7757.4 8145.27 89597.97
250 1st floor each 44.0 11312.0 11877.6 522614.4 2nd floor each 44.0 11424.0 11995.2 527788.8 3rd floor each 44.0 11536.0 12112.8 532963.2 4th floor each 44.0 11648.0 12230.4 538137.6 5th floor each 44.0 11760.0 12348.0 543312.0 6th floor each 44.0 11760.0 12348.0 543312.0 7th floor each 42.0 11760.0 12348.0 518616.0
251 1st floor each 1.0 6115.55 6421.33 6421.33 2nd floor each 1.0 6176.1 6484.91 6484.91 3rd floor each R.O 6236.65 6548.48 4th floor each R.O 6297.2 6612.06 5th floor each R.O 6357.75 6675.64 6th floor each R.O 6357.75 6675.64 7th floor each R.O 6357.75 6675.64
252 1st floor each 20.0 8886.99 9331.34 186626.8 2nd floor each 20.0 8974.98 9423.73 188474.6 3rd floor each 20.0 9062.97 9516.12 190322.4 4th floor each 20.0 9150.96 9608.51 192170.2 5th floor each 20.0 9238.95 9700.9 194018.0 6th floor each 20.0 9238.95 9700.9 194018.0 7th floor each 10.0 9238.95 9700.9 97009.0
253 Semi rigid pipe DSR 17.28.1 32 mm dia DSR 17.28.1.1 each 200.0 103.9 85.68 17136.0 40 mm dia DSR 17.28.1.2 each 64.0 116.7 96.23 7468.8
254 1st floor each 25.0 869.61 913.09 22827.25 2nd floor each 25.0 878.22 922.13 23053.25 3rd floor each 25.0 886.83 931.17 23279.25 4th floor each 25.0 895.44 940.21 23505.25 5th floor each 25.0 904.05 949.25 23731.25 6th floor each 25.0 904.05 949.25 23731.25 7th floor each 25.0 904.05 949.25 23731.25
255 Kitchen sink with drain board Size 510x1040 mm bowl depth 250mm DSR 17.10.1.1 each 64.0 6945.6 5727.39 444518.4
256 1st floor each 4.0 20099.0 21103.95 84415.8 2nd floor each 3.0 20298.0 21312.9 63938.7 3rd floor each 3.0 20497.0 21521.85 64565.55 4th floor each 3.0 20696.0 21730.8 65192.4 5th floor each 3.0 20895.0 21939.75 65819.25 6th floor each 3.0 20895.0 21939.75 65819.25 7th floor each 2.0 20895.0 21939.75 43879.5
257 Size 450x300x150 mm DSR 17.11.1 each 50.0 5020.85 4140.22 207011.0
258 1st floor each 7.0 18760.75 19698.79 137891.53 2nd floor each 6.0 18946.5 19893.83 119362.98 3rd floor each 6.0 19132.25 20088.86 120533.16 4th floor each 6.0 19318.0 20283.9 121703.4 5th floor each 6.0 19503.75 20478.94 122873.64 6th floor each 6.0 19503.75 20478.94 122873.64 7th floor each 6.0 19503.75 20478.94 122873.64
259 Granite Stone of approved shade DSR 8.10.2 Sqm. 50.0 4051.85 3341.18 167059.0
260 45 cm length 15 mm nominal bore DSR 18.21.2.1 each 664.0 97.75 80.61 53525.04
261 1st floor each 25.0 2422.99 2544.14 63603.5 2nd floor each 25.0 2446.98 2569.33 64233.25 3rd floor each 25.0 2470.97 2594.52 64863.0 4th floor each 25.0 2494.96 2619.71 65492.75 5th floor each 25.0 2518.95 2644.9 66122.5 6th floor each 25.0 2518.95 2644.9 66122.5 7th floor each 25.0 2518.95 2644.9 66122.5
262 1st floor each 6.0 1641.25 1723.31 10339.86 2nd floor each 6.0 1657.5 1740.38 10442.28 3rd floor each 6.0 1673.75 1757.44 10544.64 4th floor each 6.0 1690.0 1774.5 10647.0 5th floor each 6.0 1706.25 1791.56 10749.36 6th floor each 6.0 1706.25 1791.56 10749.36 7th floor each 6.0 1706.25 1791.56 10749.36
263 1st floor each 83.0 2713.87 2849.56 236513.48 2nd floor each 83.0 2740.74 2877.78 238855.74 3rd floor each 83.0 2767.61 2905.99 241197.17 4th floor each 83.0 2794.48 2934.2 243538.6 5th floor each 83.0 2821.35 2962.42 245880.86 6th floor each 83.0 2821.35 2962.42 245880.86 7th floor each 83.0 2821.35 2962.42 245880.86
264 1st floor each 22.0 4785.38 5024.65 110542.3 2nd floor each 22.0 4832.76 5074.4 111636.8 3rd floor each 22.0 4880.14 5124.15 112731.3 4th floor each 22.0 4927.52 5173.9 113825.8 5th floor each 22.0 4974.9 5223.65 114920.3 6th floor each 22.0 4974.9 5223.65 114920.3 7th floor each 22.0 4974.9 5223.65 114920.3
265 1st floor each 22.0 533.28 559.94 12318.68 2nd floor each 22.0 538.56 565.49 12440.78 3rd floor each 22.0 543.84 571.03 12562.66 4th floor each 22.0 549.12 576.58 12684.76 5th floor each 22.0 554.4 582.12 12806.64 6th floor each 22.0 554.4 582.12 12806.64 7th floor each 22.0 554.4 582.12 12806.64
266 15mm nominal bore DSR 18.52.1 each 176.0 670.45 552.86 97303.36
267 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms DSR 17.73.1 each 176.0 673.4 555.29 97731.04 Providing & fixing soil, waste and vent pipes.
268 1st floor Rm. 522.0 2079.59 2183.57 1139823.54 2nd floor Rm. 522.0 2100.18 2205.19 1151109.18 3rd floor Rm. 522.0 2120.77 2226.81 1162394.82 4th floor Rm. 522.0 2141.36 2248.43 1173680.46 5th floor Rm. 522.0 2161.95 2270.05 1184966.1 6th floor Rm. 522.0 2161.95 2270.05 1184966.1 7th floor Rm. 522.0 2161.95 2270.05 1184966.1
269 1st floor Rm. 200.0 1753.36 1841.03 368206.0 2nd floor Rm. 200.0 1770.72 1859.26 371852.0 3rd floor Rm. 198.0 1788.08 1877.48 371741.04 4th floor Rm. 198.0 1805.44 1895.71 375350.58 5th floor Rm. 198.0 1822.8 1913.94 378960.12 6th floor Rm. 198.0 1822.8 1913.94 378960.12 7th floor Rm. 198.0 1822.8 1913.94 378960.12
270 a) 100mm inlet & 100mm outlet. DSR17.60.1.1 Each 150.0 1996.5 1646.33 246949.5 a) 100mm inlet & 75mm outlet. DSR 17.60.2.1 Each 480.0 1975.15 1628.72 781785.6
271 110 mm dia DSR 19.2.1 metre 200.0 964.75 795.54 159108.0 160 mm dia DSR 19.2.2 metre 150.0 1179.85 972.91 145936.5
272 1st floor Metre 250.0 574.69 603.42 150855.0 2nd floor Metre 250.0 580.38 609.4 152350.0 3rd floor Metre 250.0 586.07 615.37 153842.5 4th floor Metre 250.0 591.76 621.35 155337.5 5th floor Metre 249.0 597.45 627.32 156202.68 6th floor Metre 248.0 597.45 627.32 155575.36 7th floor Metre 248.0 597.45 627.32 155575.36
273 1st floor Metre 82.0 1495.81 1570.6 128789.2 2nd floor Metre 81.0 1510.62 1586.15 128478.15 3rd floor Metre 81.0 1525.43 1601.7 129737.7 4th floor Metre 81.0 1540.24 1617.25 130997.25 5th floor Metre 81.0 1555.05 1632.8 132256.8 6th floor Metre 81.0 1555.05 1632.8 132256.8 7th floor Metre 81.0 1555.05 1632.8 132256.8
274 20mm dia nominal outer dia pipes SSR 42.56 Rm. 410.0 310.0 325.5 133455.0 1st floor Rm. 410.0 313.1 328.76 134791.6 2nd floor Rm. 410.0 316.2 332.01 136124.1 3rd floor Rm. 410.0 319.3 335.27 137460.7 4th floor Rm. 410.0 322.4 338.52 138793.2 5th floor Rm. 410.0 325.5 341.78 140129.8 6th floor Rm. 410.0 325.5 341.78 140129.8 7th floor Rm. 410.0 325.5 341.78 140129.8 25mm dia nominal outer dia pipes SSR 42.57 Rm. 244.0 375.0 393.75 96075.0 1st floor Rm. 244.0 378.75 397.69 97036.36 2nd floor Rm. 242.0 382.5 401.63 97194.46 3rd floor Rm. 242.0 386.25 405.56 98145.52 4th floor Rm. 242.0 390.0 409.5 99099.0 5th floor Rm. 242.0 393.75 413.44 100052.48 6th floor Rm. 242.0 393.75 413.44 100052.48 7th floor Rm. 242.0 393.75 413.44 100052.48 32mm dia nominal outer dia pipes SSR 42.58 Rm. 108.0 431.0 452.55 48875.4 1st floor Rm. 108.0 435.31 457.08 49364.64 2nd floor Rm. 108.0 439.62 461.6 49852.8 3rd floor Rm. 108.0 443.93 466.13 50342.04 4th floor Rm. 108.0 448.24 470.65 50830.2 5th floor Rm. 108.0 452.55 475.18 51319.44 6th floor Rm. 106.0 452.55 475.18 50369.08 7th floor Rm. 106.0 452.55 475.18 50369.08
275 Internal work-Exposed on wall 20mm dia nominal bore SSR 41.11 Rm. 66.0 493.0 517.65 34164.9 1st floor Rm. 65.0 497.93 522.83 33983.95 2nd floor Rm. 64.0 502.86 528.0 33792.0 3rd floor Rm. 63.0 507.79 533.18 33590.34 4th floor Rm. 63.0 512.72 538.36 33916.68 5th floor Rm. 63.0 517.65 543.53 34242.39 6th floor Rm. 63.0 517.65 543.53 34242.39 7th floor Rm. 63.0 517.65 543.53 34242.39 25mm dia nominal bore SSR 41.12 Rm. 88.0 639.0 670.95 59043.6 1st floor Rm. 88.0 645.39 677.66 59634.08 2nd floor Rm. 88.0 651.78 684.37 60224.56 3rd floor Rm. 88.0 658.17 691.08 60815.04 4th floor Rm. 87.0 664.56 697.79 60707.73 5th floor Rm. 87.0 670.95 704.5 61291.5 6th floor Rm. 87.0 670.95 704.5 61291.5 7th floor Rm. 87.0 670.95 704.5 61291.5 32mm dia nominal bore SSR 41.13 Rm. 88.0 696.0 730.8 64310.4 1st floor Rm. 88.0 702.96 738.11 64953.68 2nd floor Rm. 88.0 709.92 745.42 65596.96 3rd floor Rm. 88.0 716.88 752.72 66239.36 4th floor Rm. 87.0 723.84 760.03 66122.61 5th floor Rm. 87.0 730.8 767.34 66758.58 6th floor Rm. 87.0 730.8 767.34 66758.58 7th floor Rm. 87.0 730.8 767.34 66758.58 40mm dia nominal bore SSR 41.14 Rm. 88.0 769.0 807.45 71055.6 1st floor Rm. 88.0 776.69 815.52 71765.76 2nd floor Rm. 88.0 784.38 823.6 72476.8 3rd floor Rm. 88.0 792.07 831.67 73186.96 4th floor Rm. 87.0 799.76 839.75 73058.25 5th floor Rm. 87.0 807.45 847.82 73760.34 6th floor Rm. 87.0 807.45 847.82 73760.34 7th floor Rm. 87.0 807.45 847.82 73760.34 50mm dia nominal bore SSR 41.15 Rm. 88.0 984.0 1033.2 90921.6 1st floor Rm. 88.0 993.84 1043.53 91830.64 2nd floor Rm. 88.0 1003.68 1053.86 92739.68 3rd floor Rm. 88.0 1013.52 1064.2 93649.6 4th floor Rm. 87.0 1023.36 1074.53 93484.11 5th floor Rm. 87.0 1033.2 1084.86 94382.82 6th floor Rm. 87.0 1033.2 1084.86 94382.82 7th floor Rm. 87.0 1033.2 1084.86 94382.82 65mm dia nominal bore DSR 18.12.7 Metre 1300.0 896.6 739.34 961142.0 80mm dia nominal bore SSR 41.16 Metre 187.0 1579.0 1657.95 310036.65 1st floor Rm. 187.0 1594.79 1674.53 313137.11 2nd floor Rm. 187.0 1610.58 1691.11 316237.57 3rd floor Rm. 187.0 1626.37 1707.69 319338.03 4th floor Rm. 187.0 1642.16 1724.27 322438.49 5th floor Rm. 187.0 1657.95 1740.85 325538.95 6th floor Rm. 187.0 1657.95 1740.85 325538.95 7th floor Rm. 187.0 1657.95 1740.85 325538.95
276 20mm dia nominal bore DSR 18.17.1A Each 22.0 539.95 445.25 9795.5 25mm dia nominal bore DSR 18.17.1 Each 52.0 622.4 513.23 26687.96 32mm dia nominal bore DSR 18.17.2 Each 64.0 689.6 568.65 36393.6 40mm dia nominal bore DSR 18.17.3 Each 52.0 826.1 681.21 35422.92 50mm dia nominal bore DSR 18.17.4 Each 22.0 1026.65 846.58 18624.76 65mm dia nominal bore DSR 18.17.5 Each 12.0 1742.15 1436.59 17239.08 80mm dia nominal bore DSR 18.17.6 Each 18.0 2604.55 2147.73 38659.14
277 Capcity in Per Liters R.O 14.0 14.7 1st floor R.O 14.14 14.85 2nd floor R.O 14.28 14.99 3rd floor R.O 14.42 15.14 4th floor R.O 14.56 15.29 5th floor R.O 14.7 15.44 6th floor R.O 14.7 15.44 7th floor R.O 14.7 15.44
278 MGF Model WWMGF_FRP2162 Flow Rate : 5 M3/Hr Max. Design Pressure : 4 Kg/cm2 Service Velocity : 25 M/Hr Operation : Manual MOC : FRP ACF Model WWACF_FRP3072 Flow rate : 5 m3 /hr Max. Design Pressure : 4 Kg/cm2 Service Velocity : 18 M/Hr Operation : Manual MOC : FRP RO System Model WWSRO-3500 Permeate Flow rate : 3500 LPH Recovery : 75% Operating Hours : 10 hr Operation : Semi-Automatic (for hospital building )M.R. Nos. 2.0 2470332.72 2470332.72 4940665.44
279 PLANT CAPACITY - 500 LPHRECOVERY - 50%ELECTRICAL CONNECTION - 415 V, 3 PHASE, 50 HZTDS - < 100 PPM 1000L STORAGE TANK AND DRINKING FOUNTAIN Nos. 4.0 449728.2 449728.2 1798912.8 RO Plant 250 LPH (Liter per hour)
280 500L STORAGE TANK AND DRINKING FOUNTAIN Nos. 1.0 344158.2 344158.2 344158.2
281 Supply,Installation ,Testingand Commissioning of Solar Water heating sysytem of 10000LPD ouput based on indirect heating system along with Heatpump capable to producing specified quantity of water at approx 60 degree C.It should be complete as per detail given below:- Solar Cu - Cu Flat plat Collector of 2 Sq. mtr. Collector area ( BIS Approved) - 80 Nos.. Hot water storage of capcity 10000Ltr made of SS 304 having 5 mm thickness, tank shall be insulated with 100 mm thick glass wool/rockwool insullation with 22 SWG aluminum sheet. Heat Exchanger - Cage/Coil type Internal Heat Exchanger made of SS pipes shall be provided inside the Solar Tank. Heat exchangers shall have min. heat transfer area of 0.24 sq. mtrs. for every 100 LPD calacity Providing fixing,joiniting,and testing of GI 'B' class internal system piping to connect solar collectors with hot water storage tank, system piping having insulation with 13 mm Nitril Form insulation covered with UV protected tape.. Circulation pump to circulate hot water from collectors to heatexchanger in (1W+1S) manner Electric heater of 30 kw X 3 Nos. with auto cutoff Ball vale, NRV, to be installed to complete the system Electrical control panel to control of circulating pumps and electrical heaters ER REVERSIBLE HEAT element Supply , installation , testing & commissioning of Micro Processor Controlled Eurovent/ AHRI certified aircooled scroll Heat Pump delivering actual capacity as per the following parameters duly installed at site. The Heat Pump should be complete with single hermatic scroll compressors in single refrigerant circuit, Four way reversing valve, Thermostatic Expansion Valve, Air Cooled Condenser coil with Copper tube/ aluminum fins with Axial fans with IP54 protection and stepless fan speed control for condensation control, Braze plate type( SS316) primary heat exchanger with temperature probe for antifreeze protection, anitvibration rubber mounts with factory assembled with Electrical panel mounted on the Heat pump including the disconnect switch suitable for 50 Hz, 3 phase 415 volts,ac supply. The condenser Fans shall have stepless variable speed control for condensation control. The vibration isolators shall be shipped alongwith heat pump from your works. The proposed heatpump should be able to work from -10 Deg C to +40 DegC ambinet temperature for producing Hot Water and should have its defrost cycle. Heatpump to be connected with hot water tank in close loop circuit with the help of PHE (Plate Heat Exchanger) and circulation pump of suitable flow rate & Head.Circulation pump to be connected (1w+1S) configurations. Nos. 2.0 2846250.0 2846250.0 5692500.0
282 Supply, Installation, Testing & Commissioning of 500 LPD Flat Plate collector based on thermosyphon circulation Solar water heating System suitable for 2.0 Kg/cm2 working pressure & 3 Kg/cm2 testing pressure comprising of 8 numbers of Flat Plate collectors, internal system piping, insulated hot water storage tank with heat exchanger, valves on inlet & outlet, temperature gauge, MS Angle frame etc. complete in all respect. Details of each items used in one 500 LPD system are mentioned below: (1.1 to 1.10) Make - Greentek/Bosch/Honeywell/BHEL 1.0 Greenteck,honeywell Solar Flat Plate collector having collector area should be min. 2 Sq, Mtr. Its include the collector stands & other acessories to joint the collectors each other. (Collectror should be BIS approved.) - 4 Nos. Solar hot water storage tank capacity of 500 litre made up of SS-304L insulated with 100 mm rock wool insulation covered with chicken mesh and 22 SWG aluminum cladding. Tank should be installed on MS stand of proper height & its load baring. 1 Nos. Heat exchanger cage/Coil type SS304 having surface area should not less then 1.2 Sq.mtr. With SS make up tank. 1 Nos. Circulation pump to circulate hot water from collectors to heatexchanger in (1W+1S) manner Inter-connected G.I. B class system piping with GI fittings, insulated with 50 mm glasswool/rockwool insulation covered with chicken mesh & 26SWG aluminum cladding to connect the collectors with hot water storage tank. 1 Lot. Ball Valve for Inlet & outlet. - 2 Nos. Ball Valve for makeup tank - 1 Nos. NRV for Inlet - 1 Nos. NRV for makeup tank. - 1 Nos. Dial Type Temprature gauge - 1 Nos. Nos. 22.0 198720.0 198720.0 4371840.0 EXTERNAL SEWERAGE
283 (i) For Sewer Line each 13.0 12770.55 10530.68 136898.84
284 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 DSR 19.8.1.1 metre 3.0 8825.4 7277.48 21832.44
285 With 20x20 mm square bar DSR 19.15.1 each 30.0 544.7 449.16 13474.8
286 450 mm. dia. RCC Pipes metre 190.0 1620.95 1336.65 253963.5
287 1.50 m depth Pipes 80 mm to 300 mm diameter DSR 2.10.1.2 metre R.O 352.15 290.39 Pipes 300 mm to 600 mm diameter DSR 2.10.1.3 metre 900.0 549.75 453.33 407997.0 1.50 m to 3.00 m depth Pipes 80 mm to 300 mm diameter DSR 2.14.1.1 metre R.O 729.8 601.8 Pipes 300 mm to 600 mm diameter DSR 2.14.1.2 metre 190.0 867.45 715.3 135907.0
288 Depth not exceeding 1.5 meter DSR 2.20.1 Sqm 570.0 72.05 59.41 33863.7 Depth 1.5 to 3.00 meter DSR 2.20.2+ 2.20.1 Sqm 570.0 81.6 67.29 38355.3
289 Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). DSR 19.7.1 With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line DSR 19.7.1.1 each 80.0 12770.55 10530.68 842454.4
290 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 DSR 19.8.1.1 metre 11.0 8825.4 7277.48 80052.28
291 With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line DSR 19.7.2.1 each 25.0 26405.5 21774.14 544353.5
292 Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 metre 8.0 10585.5 8728.87 69830.96
293 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately): DSR 19.11.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.11.1.1 each 30.0 24702.75 20370.04 611101.2
294 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.12.1 metre 5.0 9861.45 8131.81 40659.05
295 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : DSR 19.13.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.13.1.1 each 20.0 52969.1 43678.65 873573.0
296 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.14.1 metre 6.0 22771.85 18777.81 112666.86
297 EXTERNAL RAIN WATER DRAINAGE SYSTEM
298 Providing and laying concrete pipes of I.S.NP. class of 225mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. SSR 42.08 metre 150.0 561.0 589.05 88357.5
299 With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line DSR 19.7.1.1 each 80.0 12770.55 10530.68 842454.4
300 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 DSR 19.8.1.1 metre 24.0 8825.4 7277.48 174659.52
301 EXTERNALWATER SUPPLY SYSTEM
302 100mm dia Ductile iron double flanged DSR 18.72A.1 RM 1100.0 1870.75 1542.63 1696893.0 150mm dia Ductile iron double flanged DSR 18.72A.2 RM 500.0 2590.9 2136.47 1068235.0
303 in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter. DSR 2.10.1.2 RM 1125.0 352.15 290.39 326688.75
304 100mm diameter DSR 18.31.1.2 Each 10.0 4985.85 4111.36 41113.6 150mm diameter DSR 18.31.3.2 Each 10.0 7312.4 6029.85 60298.5
305 20mm dia nominal bore SSR 41.11 Metre 50.0 493.0 517.65 25882.5 25mm dia nominal bore SSR 41.12 Metre 50.0 639.0 670.95 33547.5 32mm dia nominal bore SSR 41.13 Metre 35.0 696.0 730.8 25578.0 40mm dia nominal bore SSR 41.14 Metre 35.0 769.0 807.45 28260.75 50mm dia nominal bore SSR 41.15 Metre 35.0 984.0 1033.2 36162.0 65mm dia nominal bore DSR 18.12.7 Metre 35.0 896.6 739.34 25876.9 80mm dia nominal bore SSR 41.16 Metre 1000.0 1579.0 1657.95 1657950.0
306 25mm nominal bore. DSR 18.17.1 Nos. 20.0 622.4 513.23 10264.6 32mm nominal bore. DSR 18.17.2 Nos. 4.0 689.6 568.65 2274.6 40mm nominal bore. DSR 18.17.3 Nos. 4.0 826.1 681.21 2724.84 50mm nominal bore. DSR 18.17.4 Nos. 4.0 1026.65 846.58 3386.32 65mm nominal bore. DSR 18.17.5 Nos. 4.0 1742.15 1436.59 5746.36 80mm nominal bore. DSR 18.17.6 Nos. 6.0 2604.55 2147.73 12886.38
307 50mm dia DSR 18.59.1 Each R.O 5748.8 4740.5 80mm dia DSR 18.59.2 Each 4.0 6993.6 5766.97 23067.88 100mm dia DSR 18.59.3 Each 4.0 8893.0 7333.22 29332.88 150mm dia Each 1.0 9606.87 9606.87 9606.87
308 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 18.34.1 Each 31.0 18896.7 15582.34 483052.54
309 Pump Room for Sump Pump 1 Phase open well submersible pump
310 2.0 HP head metre 14-24, discharge LPM 342-138 Each 6.0 28678.125 28678.13 172068.78
311 Flow Rate- 900 lpm 2 Working + 1 Stand By Head 75 m Each 1.0 1030921.24 1030921.24 1030921.24
312 Flow Rate- 750 lpm 2 Working + 1 Stand By Head 75 m Each 1.0 716953.13 716953.13 716953.13
313 Flow Rate- 350 lpm 2 Working + 1 Stand By Head 65 m Each 1.0 338401.88 338401.88 338401.88 EXTERNAL DRAIN CHANNEL SYSTEM
314 Drain 300 wide average. Depth 500cm with R.C.C. Slab metre 800.0 5122.49 4097992.0 Drain 450 wide average. Depth 750cm with R.C.C. Slab metre 450.0 7106.98 3198141.0 Drain 600 wide average. Depth 1200 cm with R.C.C. Slab metre 50.0 8835.64 441782.0 basement drain channel metre 60.0 7836.91 470214.6 BORE WELL
315 All types of soil 400 mm dia DSR 23.1.1.3 metre 270.0 990.8 817.02 220595.4
316 All types of soil 400 mm dia DSR 23.2.1.3 metre 180.0 1238.5 1021.27 183828.6
317 200 mm dia DSR 23.3.3 metre 180.0 1113.35 918.08 165254.4
318 150mm nominal size dia SSR 48.59 metre 24.0 494.0 407.36 9776.64
319 200mm nominal size dia DSR 23.13.3 each 3.0 321.15 264.82 794.46
320 200mm nominal size dia DSR 23.13.3 each 3.0 2293.65 1891.36 5674.08
321 150mm nominal size dia DSR 23.15.2 each 3.0 322.0 265.52 796.56
322 200 mm nominal size dia having minimum wall thickness 5.00 mm. DSR 23.10.3 metre 270.0 2442.75 2014.31 543863.7 150 mm nominal size dia having minimum wall thickness 5.00 mm. DSR 23.10.2 metre 180.0 1972.25 1626.33 292739.4
323 200 mm nominal size dia DSR 23.11.3 metre 270.0 2571.05 2120.1 572427.0
324 80 mm dia DSR 18.59.2 each 3.0 6993.6 5766.97 17300.91
325 80 mm dia DSR 18.60.1 each 3.0 2627.65 2166.78 6500.34
326 80 mm dia DSR 18.17.6 each 3.0 2604.55 2147.73 6443.19
327 80 mm dia DSR 18.19.6.2 each 3.0 3855.4 3179.19 9537.57
328 b) Contractor to select suitable HP of pumps . c) Level Controller with sufficient nos. of low / high level alarms, contacts with electrodes and control wiring for the automatic operation of water supply pumps, Submersible Sump Pumps, to achieve the functional requirement shall be provided. Control wiring between these pumps and water tanks shall be provided.Domestic water pumps must start at low water level in under ground domestic water tank & stop at high level in that water tank. Dry running protection shall be provided for all the pumps.Sequencing shall be provided for each set of pumps. Supplying & Installation of ( 700 lpm and 125 mtr head ) submersible starter and cable (L&T or BCH make) etc of approved make, and all accessories complete as per requirement of site. each 3.0 265650.0 265650.0 796950.0 1.0 L7T,BCH RAIN WATER HARVESTING RECHARGE PITS
329 With 20x20mm square bar DSR 19.15.1 Nos. 200.0 544.7 449.16 89832.0
330 M.D. -10- Circular shape 500mm internal diameter DSR 19.19.2.2 No. 20.0 1172.6 966.93 19338.6
331 150 mm nominal size dia SSR 48.49 MTR 300.0 494.0 518.7 155610.0
332 DESILTING CHAMBER
333 With 20x20mm square bar DSR 19.15.1 Nos. 240.0 544.7 449.16 107798.4
334 M.D. -10- Circular shape 500mm internal diameter DSR 19.19.2.2 No. 40.0 1172.6 966.93 38677.2 TOTAL Internal and External Plumbing Works 98561012.65 98561012.65
335 Design, Construction ,Supplying, installing, testing & commissioning of Sewage Treatment Plant of 450 KLD based on MBR technology including excavation, back filling & disposal of surplus earth MS , Civil construction work for the following duty: The STP shall be designed based on the following inlet parameters: Daily average flow 450 KLD PH 6.5 - 8.3 BOD5 250 - 350 mg/l S. Solids 300 Mg/l COD 400 - 500 mg/L Oil & Grease Approx 20 mg/L Effluent discharge standard after treatment :- ph 6.5 - 8.3 BOD5 < 5 mg/l S. Solids < 1 mg/l COD < 30 mg/l Color Color Less Oil & Grease < 2 mg/l Total Nitrogen < 10 mg/l Design flow (average): 450 KLD = 450 m³/day = 18,750 L/hr = 312.50 L/min. Peak hour factor: 1.5 → peak hourly Q = 468.75 L/min. Peak instantaneous (worst short-term): 3.0 → 937.50 L/min (used for selecting common headers/air valves). Influent characteristics (assumed — obtain actual lab values): BOD 300 mg/L, TSS 250 mg/L, pH 6.5–8.5. MBBR aerobic reactor hydraulic retention time (HRT): 4–6 h (5 h used for main MBBR sizing). Equalization tank HRT (recommended): 6 h. Secondary clarifier detention: 2 h. UF recovery: 80% design (adjustable). Design velocities for wastewater piping: 0.8–1.0 m/s (to avoid blocking/sedimentation). Motor & pump efficiencies assumed for power calculation: ~60% (use vendor curves for final selection). FLOW CALCULATIONS Average flow = 450,000 / 1440 = 312.50 L/min.Peak hour flow = 312.50 × 1.5 = 468.75 L/min.Peak instantaneous = 312.50 × 3.0 = 937.50 L/min. PROCESS (typical skid-modular flow) Inlet → Screening → Grit Chamber → Equalization Tank → MBBR Reactor(s) (with aeration) → Secondary Clarifier → UF Feed Tank → UF Skid → Permeate Tank (for reuse) → Disinfection (UV optional) → Reuse / discharge. Sludge handling: sludge withdrawal from clarifier/MLSS → sludge sump → sludge drying/dewatering. TANK SIZING & DIMENSIONS Equalization (EQ) tankHRT: 6 hours → Volume = 450 × 6 / 24 = 112.50 m³.Suggested geometry (rectangular): 9.0 m × 5.0 m × 2.5 m (effective) → 112.50 m³ (provide 200–300 mm freeboard).Concrete: RCC tank, inside epoxy coating or PVC lining if required. Screen & Grit + Inlet ChamberSmall channel with mechanical bar screen or static screen (slot 6–10 mm).Provide grit chamber (detention 1–2 min at peak flow) — volume ~15.0–18.75 m³ (adequate for 450 KLD; check 1–2 min detention at 937.50 L/min peak instantaneous). MBBR Aerobic Reactor(s)Design HRT: 5 hours → Volume = 450 × 5 / 24 = 93.75 m³.Provide 30–50% freeboard and compartmentalisation (anoxic/aerobic if required). Typically provide one reactor or two staged reactors (e.g., anoxic + aerobic) depending on BOD/TN requirements.Suggested geometry: 7.5 m × 5.0 m × 2.5 m (effective) → 93.75 m³ (gives margin).Media fill %: 35–45% of reactor volume (so media volume ≈ 32.8–42.2 m³). Use HDPE media, SSA ≥ 350–500 m²/m³. Secondary Settler / ClarifierDetention 2 hours → Volume = 450 × 2 / 24 = 37.50 m³.For small systems a circular clarifier Ø ~ 5.0–5.5 m, side water depth 1.8–2.0 m is typical.Example: Ø 5.0 m, depth 1.9 m → usable volume ≈ 37.3 m³ (adequate).For additional margin, choose Ø 5.2 m, SWD 1.8 m → ≈ 38.2 m³.Alternative: compact lamella clarifier sized for overflow rate 1.0–2.0 m³/m²·h (check against peak hour flow 468.75 L/min ≈ 28.13 m³/h) UF Feed / Clean (Treated Water) TankUF recovery 80% means permeate taken to tank, concentrate to sludge/return.Permeate flow (average) = 450 KLD × 0.80 = 360 KLD= 360 m³/day = 15.0 m³/hrProvide equalization / buffer for UF permeate:• 1–2 m³ (minimum buffer volume)OR• 2–4 hours of permeate at peak →Peak permeate flow ≈ 468.75 L/min × 0.80 = 375 L/min= 22.5 m³/hrSo, 2–4 hours storage = 45–90 m³ (recommended for stable UF operation) Sludge Holding / Sludge SumpSludge storage (thickened) for 7–15 days: for domestic STP of this size (450 KLD) you typically provide sludge sump (wet) 8.0–10.0 m³ with sludge transfer pump to periodic dewatering.A separate sludge drying bed area or mechanical dewatering (recommended option). AERATION & BLOWER SIZING (guideline)Estimated BOD load (assumed): BOD influent 300 mg/L →Load = 0.3 kg/m³ × 450 m³/day = 135 kg BOD/day.O₂ required (approx) = 1.2 × BOD removed ≈ ~162 kg O₂/day.Aeration blower sizing depends on oxygen transfer efficiency, diffuser type and DO setpoint. For a 450 KLD MBBR typical blower arrangement:Blower capacity: 6.0–9.0 m³/min (~360–540 m³/hr) depending on diffuser type and depth (choose based on vendor OTR curves).Blower motor: 15–18.5 kW (20–25 HP) duty + same capacity standby (1 working + 1 standby recommended).Provide silencers, anti-vibration mounts and air flow control valve.(Exact blower sizing must be confirmed from manufacturer OTR charts using specific diffuser type, immersion depth and temperature.) PUMP SELECTION — FLOWS & RECOMMENDED SIZES Design approach:Use average and peak flows above. Add 10–20% service margin. Motor sizes rounded to standard commercial motors. Raw sewage (inlet) submersible or dry-installed pump (to transfer from inlet/EQ to MBBR)Duty: handle peak instantaneous if batchy; use 937.5 L/min (56.25 m³/hr) as conservative duty (based on 450 KLD design).Head: site-dependent; assume total dynamic head (TDH) = 10 m (static lift + pipe losses + minor losses).Pump power calc (approx): ~2.55 kW (mechanical) at 937.5 L/min & 10 m head (assuming 60% efficiency).Recommended motor: 4.0 kW (5.5 HP) pump, duty + standby (2 nos. on automatic changeover).Material: CI/SS depending on sewage. Provide non-return valve and strainer. Recirculation / Internal transfer pump (if nitrification/denitrification loop)Duty: 400–550 L/min depending on recirculation rate (for 450 KLD system; choose ~500 L/min for better flexibility and future margin).Head: 8–12 m.Motor: 3.0–4.0 kW (4–5.5 HP) (select based on final TDH and pump curve). UF Feed (high pressure) pumpDuty: UF permeate flux dependent. For typical hollow-fibre UF skid for 450 KLD you might design feed around 250–350 L/min (to achieve required flux and recovery).Head: For UF modules the pump must generate membrane feed pressure for backwash and TMP — design head ~30–60 m (3–6 bar) depending on module type.Example calculation: 300 L/min @ 50 m head → pump power ~4.17 kW (mechanical) (assuming ~60% efficiency).Recommended motor: 5.5 kW (7.5 HP) with VFD if required for flux control. Provide duty + standby or parallel pumps if continuous operation required. Backwash / CIP pump (for UF)Duty: 500–700 L/min for backwash circuits (short bursts, considering 450 KLD system capacity).Head: 10–20 m (depending on UF skid piping, valve losses, and backwash pressure requirement).Motor: 5.5–7.5 kW (7.5–10 HP) (duty pump; standby optional but recommended for continuous operation plants) Sludge transfer pumpDuty: 80–160 L/min, Head 8–12 m.Motor: 2.2–3.0 kW (3–4 HP) (select based on sludge consistency and pump curve). Chemical dosing pumps (coagulant / antiscalant)Small diaphragm / peristaltic pumps: 5–40 L/hr dosing range (depending on chemical consumption for 450 KLD plant).Motors: ~0.05–0.1 kW (module-based, skid mounted).Provide calibration column, NRV, injection quill and separate day tank (typically 150–300 L capacity per chemical). Note: Pump TDH (Head): TDH shall be calculated based on actual pipe lengths, fittings, vertical lifts, static head and friction losses using the Darcy-Weisbach method. Final pump selection shall be confirmed based on the complete hydraulic profile and manufacturer’s pump performance curve.Pump Construction & Specification:Pump casing: SS 304 / SS 316, as applicable to the fluid and chemical characteristics.Impeller: SS 304 / SS 316, closed/semi-open type as suitable for the application.Shaft: SS 316.Mechanical seal: Suitable corrosion-resistant mechanical seal compatible with the pumped fluid.Fasteners: SS 304/SS 316.Motor: TEFC, IE3 efficiency class, suitable for continuous duty (S1).Motor insulation: Class F, temperature rise limited to Class B.Protection: IP55 minimum.Pump shall be selected with suitable duty point, efficiency and NPSH margin as per manufacturer’s certified performance curve.All wetted parts shall be suitable for the wastewater/chemical service and resistant to corrosion.Provide NRV and isolation valve on pump discharge and flexible coupling/anti-vibration arrangement wherever applicable.Pump shall be suitable for continuous and reliable operation under the specified ETP duty conditions. PIPE SIZING (recommended nominal sizes) Main influent/raw sewage pipe (between tank & pump): DN150–DN200 (150–200 mm)(150 mm workable; use 200 mm if long run / higher solids / future expansion).Use SDR11 / UPVC / HDPE / DI as per local standard.EQ → MBBR transfer line (suction/discharge): DN150 (6\\") recommended for peak 937.5 L/min.Recirculation lines (if any): DN65–DN80 (based on 400–550 L/min recirculation flow).UF feed & permeate lines:Feed to UF (high pressure): DN50–DN65 (2\\"–2.5\\") stainless steel / MS (pressure rated).UF permeate (low pressure): DN50–DN65 (PVC/SS).Backwash & concentrate lines (to sludge/return): DN80–DN100 depending on backwash flow (500–700 L/min).Air header for diffusers: Diameter sized for blower CFM; for this plant typically 100–150 mm air header with branch risers to diffusers; use MS/SS/UPVC as per pressure rating.Overflow / outlet to discharge: DN150–DN200 depending on reuse/discharge method.(If you want a hydraulic layout with friction head calculations I can layout a full pipe-run and compute friction losses if you provide pipe run lengths and fittings count.) ELECTRICAL & CONTROL MCC / PLC with HMI:PLC-based automatic control system with industrial-grade PLC and local colour HMI shall be provided for complete monitoring, control, alarm indication and status display of the ETP. The system shall include suitable digital and analog I/O for level switches/transmitters, pH, ORP, turbidity, pressure, flow, DO, pump status, blower status, valve status and other required field instruments.MCC Panel:MCC shall be floor-mounted, compartmentalised, dust and vermin protected, fabricated from minimum 2.0 mm thick CRCA sheet steel, powder coated, with suitable incomer, busbars, MCCBs/MCBs, contactors, overload relays, control transformers, indication lamps, selector switches, meters and protection devices. Panel shall be suitable for 415 V, 3-phase, 50 Hz supply.VFDs:VFDs shall be provided for MBBR blowers, UF feed pumps and other variable-flow pumps wherever required, for soft starting, speed control and energy-efficient operation. VFD shall include suitable overload, short-circuit, earth-fault, under/over-voltage and motor protection.Instrumentation:Provide industrial-grade online instrumentation including: pH sensor/transmitter at relevant treatment stages.DO probe in MBBR aeration reactor.ORP sensor where required for process control.Online turbidity sensor at treated water/UF permeate outlet.Pressure transmitters/gauges across UF modules and critical pumping sections.Level transmitters/level switches for EQ tank, process tanks, treated water tank and other relevant tanks.Flow meters on major influent, treated water and UF lines for flow monitoring and totalisation.All instruments shall be suitable for continuous wastewater/ETP service and shall be provided with required mounting accessories, isolation arrangements and cabling. Automation & Control:PLC shall provide automatic sequencing of pumps, blowers, UF operation, backwash, chemical dosing and other process equipment as applicable. The HMI shall display process parameters, equipment status, alarms, trends, operating hours and fault conditions. Manual/Auto operation shall be provided wherever required.Power Supply:415 V, 3-phase, 50 Hz, with suitable power distribution system. All power and control cables shall be FR/FRLS, copper/aluminium conductor as applicable, adequately sized based on load, voltage drop and short-circuit withstand requirements.Earthing & Lightning Protection:Complete equipment earthing, panel earthing, motor earthing, instrument earthing and lightning protection system shall be provided as per applicable IS standards and project/site requirements. Separate clean/instrument earthing shall be provided wherever required.Cabling & Cable Management: All cables shall be routed through suitable GI cable trays, conduits or heavy-duty PVC/HDPE conduits with proper segregation of power, control and instrumentation cables. Cable glands shall be suitable for the cable type and panel entry arrangement. All cables shall be properly ferruled, tagged and terminated.Panel & Equipment Protection:All electrical panels and outdoor equipment shall have suitable IP rating, minimum IP54 for indoor panels and IP65 for outdoor/local control panels, as applicable. Suitable surge protection devices (SPD), phase-failure protection, over/under-voltage protection and emergency stop provisions shall be incorporated.Standby & Reliability:Critical pumps and blowers shall be provided with duty + standby arrangement with automatic changeover wherever required for continuous and reliable operation of the ETP.Testing & Commissioning:Complete electrical and control system shall be tested, commissioned and demonstrated under actual operating conditions. All PLC/HMI programs, control logic, panel drawings, cable schedules, instrument datasheets, test certificates and O&M manuals shall be submitted as part of the STP documentation. No. 1.0 20074687.5 20074687.5 20074687.5
336 Contractor shall ensure submission of detail civil GA,P & I diagrams, schematic diagrams, for below mentioned component & additional commenent if so required for the complete working of the ETP.Design (Civil, Mechanical, Electrical, Instrumentation etc.)for, supply installation testing & commissioning of Effluent treatment Plant for the following duty. Daily average flow -150 m3/day pH - 5.5 - 9.0 BOD5 - 250 - 600mg/l COD - 600 - 1200 mg/l S.Solid - 200 - 650mg/l Oil & Grease - 50-140mg/l Water discharge after treatment pH : 7.0 -8.5 BOD5 :<10MG/L COD : <100mg/l S.Solid : <150mg/l Oil & Grease : <5mg/l 150 KLD MBBR + UF FINAL ESTIMATE & BOQ (INCLUDING CIVIL, PIPING, PUMPS, TANK SIZES) Design (average) flow = 150 KLD = 150,000 L/day = 104.17 L/min (6.25 m³/hr).Peak hour factor = 1.5 → Peak hourly flow = 156.25 L/min (9.375 m³/hr).Peak instantaneous factor = 3.0 → 312.50 L/min (18.75 m³/hr) (use for hydraulic selection).Influent (assumed): BOD 200–400 mg/L, TSS 150–300 mg/L. (Lab report shall be provided for final design guarantees.)ETP process technology: MBBR (Moving Bed Biofilm Reactor) with secondary clarification and tertiary treatment/UF, as applicable.MBBR aerobic reactor HRT = 4–6 h (5 h considered for design) → Working volume = 31.25 m³.Equalization tank HRT = 6 h → Working volume = 37.50 m³.Secondary clarifier detention time = 2 h → Working volume = 12.50 m³.UF recovery assumed = ~80%, subject to final membrane/vendor design.Design pipe velocity = 0.8–1.0 m/s in liquid lines, subject to hydraulic design and pipe sizing.Pump efficiency considered for preliminary sizing = ~60%; final pump and motor selection shall be based on approved vendor pump curves.Adequate air supply, sludge handling, chemical dosing, instrumentation, control panel and necessary interconnecting piping shall be provided for complete and satisfactory operation of the ETP.All equipment and components shall be selected considering the design flow, peak flow, process requirements and required treated effluent quality.Final equipment capacities, dimensions and operating parameters shall be confirmed through detailed process design and vendor data before execution. HYDRAULIC CALCULATIONSAverage flow = 150,000 L / 1440 min = 104.1667 L/min.Peak hour flow = 104.1667 × 1.5 = 156.25 L/min.Peak instantaneous flow = 104.1667 × 3.0 = 312.50 L/min.Equivalent flow in m³/hr:Average flow = 6.25 m³/hrPeak hour flow = 9.375 m³/hrPeak instantaneous flow = 18.75 m³/hr 3) TANK VOLUMES & RECOMMENDED DIMENSIONS(Provide freeboard ≈ 200–300 mm, epoxy coating inside RCC; dimensions are recommended starting points.) Equalization (EQ) tankHRT = 6 h → V = 150 × 6 / 24 = 37.50 m³.Suggested geometric size (rectangular): 5.0 m × 3.0 m × 2.5 m (effective) → 37.50 m³ (provide additional freeboard of 200–300 mm). MBBR Reactor (aerobic)HRT = 5 h → V = 150 × 5 / 24 = 31.25 m³.Suggested geometry: 5.0 m × 2.5 m × 2.5 m (effective) → 31.25 m³ (provide margin/freeboard as required).Media fill: 35–45% → media volume ≈ 10.9–14.1 m³ (design use ~12.5 m³ HDPE media; SSA ≥ 350–500 m²/m³). Secondary ClarifierDetention = 2 h → V = 150 × 2 / 24 = 12.50 m³.Use circular clarifier Ø ~3.0–3.5 m, side water depth 1.5–1.8 m. Example: Ø 3.0 m, depth 1.8 m → usable ~12.72 m³ (good margin). UF Feed / Permeate (Treated Water) TankBuffer = 1–2 m³ recommended (for polishing, surge & downtime). Provide 2.0 m³ tank (e.g., 1.2 m × 1.2 m × 1.5 m). Sludge Sump / HoldingProvide 1.0–1.5 m³ sludge sump (with sludge pump to dewatering bed). Grit Chamber & Screen ChamberSmall chamber volume ~0.4–0.8 m³ for grit settling and basket.. AERATION & BLOWER GUIDELINETypical BOD load estimate (assumed BOD 300 mg/L): BOD load = 0.300 kg/m³ × 150 m³/day = 45.0 kg BOD/day. O₂ required ≈ 1.2 × BOD removed ≈ 54.0 kg O₂/day.Recommended blower(s): Single duty + 1 standby. Duty blower capacity ~150–250 m³/hr depending on diffuser OTR and immersion depth.Typical motor rating: 3.0–5.5 kW (final selection based on vendor OTR charts and operating conditions).Diffusers: Fine-bubble EPDM/PU, number sized to provide uniform aeration (~50–70 diffusers, depending on diffuser type and oxygen transfer capacity). PUMP SELECTION — DUTIES, HEADS & RECOMMENDED MOTOR SIZESNotes: TDH (Total Dynamic Head) used here is conservative (static lift + friction allowances). Final TDH must be calculated from actual pipe lengths & fittings. Raw sewage / Transfer Pump (EQ → Reactor)Duty selected to cover peak instantaneous flow with margin → 350 L/min (≥ 312.5 L/min).Assume TDH = 10 m.Power calc (mechanical) ≈ 0.96 kW (so use standard motor).Recommended pump: Non-clog submersible or dry pump, 350 L/min @ 10 m, Motor 1.5 kW (2 HP) — provide duty + standby (2 nos.) with automatic changeover. Recirculation / Internal transfer pump (if required)Duty: 350 L/min, head 8–12 m.Motor: 1.5–2.2 kW (2–3 HP), final selection as per pump curve. UF Feed High-Pressure PumpDesign permeate flux & recovery set UF feed duty ~ 130–160 L/min (for 150 m³/day and 80% recovery).Design feed pressure/head for UF modules: ~30–60 m head (3–6 bar) depending on module. Use 40 m for conservative sizing.Calculated mechanical power ≈ 1.36 kW (for 150 L/min @ 40 m), so recommended motor 2.2 kW (3 HP) to allow margin and VFD control. Provide duty + standby or 1 duty + 1 small assist if continuous operation is required UF Backwash / CIP PumpDuty 80–120 L/min (short bursts), head 8–12 m.Recommended motor: 0.75–1.1 Kw Sludge Transfer PumpDuty 10–25 L/min, head 8–12 m.Recommended motor: 0.37–0.75 kW, non-clog. Chemical Dosing PumpsSmall diaphragm/peristaltic dosing pumps: 0.5–10 L/hr range; power negligible (module-based). PIPE SIZING (Recommended nominal sizes using 0.8 m/s design velocity at peak instantaneous flow)Peak instantaneous Q = 312.5 L/min = 0.0052083 m³/s.For v = 0.8 m/s → required internal diameter ≈ 91 mm → pick DN100 (100 mm) for main influent/raw lines.Suggested sizes:Main influent/raw sewage: DN100 (100 mm) (use DN125 if long runs/rough routing or heavy solids expected).EQ → Reactor transfer: DN80 (3\\") suction/discharge.Recirculation lines: DN50–DN65 (DN50 preferred if moderate recirculation).UF feed (high pressure): DN40 (1½\\") – DN50 (2\\") (use SS316 piping rated to ≥ 6 bar).UF permeate: DN40 (1½\\").Backwash / concentrate: DN50–DN65 depending on backwash flow.Air header for diffusers: DN50–DN65 (sized to blower capacity and riser counts). CONTROL & INSTRUMENTATION (recommended)PLC + HMI (touchscreen) for auto cycles and UF control.VFDs for UF feed pump & blower(s) (recommended).Instruments: pH sensor (influent), turbidity/SDI monitor (UF permeate), pressure gauges across UF, DO probe in MBBR, level switches in tanks, flow meter on final outlet.MCC with starters, breaker and protection. PROCESS LAYOUT (typical)Inlet → Screen → Grit Chamber → Equalization → MBBR (aeration) → Secondary Clarifier → UF Feed Tank → UF Skid → Permeate Tank → (UV/AC polishing optional) → Reuse.Sludge withdrawal from clarifier → sludge sump → dewatering/drying bed. No. 1.0 11241825.0 11241825.0 11241825.0 FIRE FIGHTING AND ALARM WORKS SUBHEAD-I INTERNAL FIRE HYDRANT & SPRINKLER SYSTEM
337 150mm dia DSR 27.23.2 Each 13.0 9644.0 8092.28 125372.0 3.2734 16.2734
338 Single headed Gunmetal Set 129.0 7646.0 8028.3 1035650.7 32.4822 161.4822
339 Gun Metal Set 258.0 5229.0 5490.45 1416536.1 64.9644 322.9644
340 30 m Set 129.0 6921.0 7267.05 937449.45 32.4822 161.4822
341 Gun metal Nos. 129.0 1926.0 2022.3 260876.7 32.4822 161.4822
342 1200mm DSR 27.25.3 Set 8262.0 1800.0 1510.38 12478759.56 2080.3716 10342.3716
343 a. Pendent Sprinkler Each 4130.0 427.0 448.35 1851685.5 1039.934 5169.934 b. Upright Sprinkler Each 4130.0 427.0 448.35 1851685.5 1039.934 5169.934 c. Horizontal side wall sprinkler Each 300.0 427.0 448.35 134505.0 75.54 375.54
344 (a) Horizontal/ vertical type, single/multi stage, centrifugal casing pump of castiron body & bronze/CI impeller with stainless steel shaft (SS410 grade), mechanical seal conforming to IS 1520. (b) Squirrel cage induction motor, TEFC, synchronous speed 3000 RPM, suitable for operation on with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (d)Erected on provided suitable size cement concrete foundation duly plastered with anti vibration pads with perfect aligning, proper levelling complete pump set with accessories duly painted with two coats of synthetic enamel paint of fire red colour over a coat of primer (ISC code 536 as per IS 2932 of 2003) complete, as per specification no. FF-MFP/BP SSR '13.3.2 Set 10.0 69720.0 73206.0 732060.0
345 (a) Horizontal/ vertical type, single/multi stage, centrifugal casing pump of castiron body & bronze/CI impeller with stainless steel shaft (SS410 grade), mechanical seal conforming to IS 1520. (b) Squirrel cage induction motor, TEFC, synchronous speed 3000 RPM, suitable for operation on with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325. (c) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (d)Erected on provided suitable size cement concrete foundation duly plastered with anti vibration pads with perfect aligning, proper levelling complete pump set with accessories duly painted with two coats of synthetic enamel paint of fire red colour over a coat of primer (ISC code 536 as per IS 2932 of 2003) complete, as per specification no. FF-MFP/BP SSR '13-4-2 Set 4.0 43556.0 45733.8 182935.2
346 3 C x 2.5 Sqmm SSR '7-2-14 Mtr 375.0 173.0 181.65 68118.75 2 C x 2.5 Sqmm SSR '7-2-15 Mtr 375.0 242.0 254.1 95287.5
347 25 mm Conduit SSR '1-1-3 Mtr 375.0 240.0 252.0 94500.0 32 mm Conduit SSR '1-1-5 Mtr 375.0 332.0 348.6 130725.0
348 SUBHEAD-I EXTERNAL FIRE HYDRANT & FIRE PUMPS
349 (a) Horizontal type, single stage, centrifugal/split casing pump of cast iron body & bronze impeller with stainless steel shaft(SS410 grade), mechanical seal conforming to IS 1520 (b) Squirrel cage induction motor, TEFC, synchronous speed 3000 RPM, suitable for operation with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325 (c) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (d) Erected on provided suitable size cement concrete foundation duly plastered with anti vibration pads with perfect aligning, proper levelling complete pump set with accessories duly painted with two coats of synthetic enamel paint of fire red colour over a coat of primer (ISC code 536 as per IS 2932 of 2003) complete, as per specification no. FF-MFP/SSC/EP SSR '13-1-6 Set 2.0 409749.0 430236.45 860472.9
350 (a) Horizontal type, single stage, centrifugal casing pump of cast iron body & bronze impeller with stainless steel shaft(SS410 grade), mechanical seal conforming to IS 1520 (b) Water cooled with radiator, diesel engine conforming to relevant IS standard complete with auto starting mechanism, 12/24 volts DC electric starting equipment with battery of required AH capacity with necessary charger suitable to work on 230v, 50Hz AC supply, diesel tank of minimum 150ltr capacity with first filling of diesel up to 100% level with necessary piping with valves up to engine , exhaust pipe extended up to 10 m outside pump house duly insulated with 50 mm thick glass wool with 1.0 mm thick aluminium sheet cladding, residential silencer, instruments and protection as per standard specification, stop solenoid for auto stop in the event of fault with audio indications etc. as required. (c) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required (d) Erected on provided suitable size cement concrete foundation duly plastered with anti vibration pads with perfect aligning, proper levelling complete pump set with engine assembly and accessories duly painted with two coats of synthetic enamel paint of fire red colour over a coat of primer (ISC code 536 as per IS 2932 of 2003) complete, as per specification no. FF-MFP/SSC/DP SSR '13-4-3 Set 1.0 634207.0 665917.35 665917.35
351 (a) Horizontal/vertical type, multi stage, centrifugal casing pump of cast iron body & bronze impeller with stainless steel shaft (SS410 grade), mechanical seal conforming to IS 1520 (b) Squirrel cage induction motor, TEFC, synchronous speed 3000 RPM, suitable for operation with IP 55 protection for enclosure, horizontal foot mounted type with Class-'F' insulation, conforming to IS-325 (c) M.S. fabricated common base plate, coupling, coupling guard, foundation bolts etc. as required. (d) Erected on provided suitable size cement concrete foundation duly plastered with anti vibration pads with perfect aligning, proper levelling complete pump set with accessories duly painted with two coats of synthetic enamel paint of fire red colour over a coat of primer (ISC code 536 as per IS 2932 of 2003) complete, as per specification no. FF-MFP/JP ( Jockey Pump ) SSR '13-2-3 Set 2.0 105613.0 110893.65 221787.3
352 150mm dia DSR 27.24.3 Each 14.0 50805.0 42630.48 711270.0 External pipe for fire fighting
353 EXTERNAL HYDRANT SYSTEM
354 Single headed Gunmetal each 38.0 7646.0 8028.3 305075.4
355 Gun Metal each 76.0 5229.0 5490.45 417274.2
356 SUBHEAD-II : FIRE CONTROL PANELS
357 switchgears and accessories, mountings and internal wiring with adequate size copper conductor cable, earth terminals, numbering etc. complete in all respect, suitable for satisfactory operation of main fire pump and jockey (pressurisation) pumps (1working+1standby) with necessary accessories, wiring & cabling along with allied accessories with following incoming and outgoings, suitable for automatic & manual operation on 415V, 3 phase, 50Hz ac supply as per specifications For addition of capacity of main electric motor driven fire pump MFP (1 working) for hydrant system is more than __kW, add as follows in the basic cost of Item no 13-5-1 towards increased capacity switchgears and motor starters for main & jockey pumps along with necessary accessories for main & jockey fire pumps MFP=(1working), JP = (1working + 1standby, alternate run per start in auto mode) SSR A For main electric motor driven fire hydrant system pump of 112kW capacity &relevant capacity jockey pump ( for Hydrant pump) SSR 7 each 1.0 117999.0 123898.95 123898.95
358 For main electric motor driven fire sprinkler system pump of 112kW capacity (1Working) & relevant capacity jockey pumps (1working+1standby, alternate runper start in auto mode ( for Sprinkler pump) SSR 8 each 1.0 345620.0 362901.0 362901.0
359 4 Core X 16 sqmm. Aluminium Armoured SSR 7.1.29 Mtr 250.0 211.0 221.55 55387.5 4 Core X 10 sqmm. Aluminium Armoured SSR 7.1.29 Mtr 250.0 181.0 190.05 47512.5 3.5Core X 50 sqmm. Aluminium Armoured SSR 7.1.17 Mtr 200.0 381.0 400.05 80010.0 3.5 Core, X 35 sqmm. Aluminium Armoured SSR 7.1.16 Mtr 200.0 293.0 307.65 61530.0 3.5 Corex 300 sqmm. Aluminium Armoured SSR 7.1.24 Mtr 500.0 1636.0 1717.8 858900.0 3.5 Corex 120 sqmm. Aluminium Armoured SSR 7.1.20 Mtr 375.0 754.0 791.7 296887.5
360 6 C x 2.5 Sqmm NCSR Mtr 150.0 381.62 381.62 57243.0 2 C x 4.0 Sqmm NCSR Mtr 125.0 287.96 287.96 35995.0 2 C x 2.5 Sqmm NCSR Mtr 125.0 264.55 264.55 33068.75 SUBHEAD-14 : FIRE DETECTION SYSTEM
361DSR 17.1.2
36241554.0
363NCSR MANUAL CALL POINT
36441556.0 FAULT ISOLATOR
36541195.0 MONITOR MODULES
36640829.0 CONTROL MODULES
36740464.0
368NCSR HOOTER CUM STROBE
36941560.0 FIRE ALARM CONTROL PANEL
37041551.0
3713-10-2
37241925.0 PA SYSTEM SPEAKERS
373NCSR a) Ceiling Mounted Speakers Nos. 647.0 2270.0 2360.8 1527438.0 b) Wall Mounted Speakers Nos. 111.0 2270.0 2360.8 262049.0 PA CONTROLLER
374NCSR DIGITAL AMPLIFIERS
375NCSR 500 Watts Nos. 9.0 161500.0 167960.0 1511640.0 PAGING STATION
376NCSR Sub -Total FIRE FIGHTING AND ALARM WORKS 102035350.67 ELECTRICAL WORKS SUBHEAD-1 : INTERNAL WIRING
3771-7-5
3781-7-6
37944568.0
3801-7-8
38146029.0
3821-3-2
3831-3-2
3841-3-3
3851-3-3
3861-3-4
3871-3-4
3881-3-3
3891-3-4
3901-3-5
3911-3-5
39244932.0
39345297.0
39449315.0
39552237.0
39657351.0
39749680.0
3981-6-2
39940549.0
40050411.0
4011-6-1
40240184.0
40341033.0 SUBHEAD-2 : FANS & LIGHT FIXTURES
4042-1-7
4052-1-8
4062-1-2
4072-1-4
40842767.0
4092_1_20
41042401.0
41141306.0
41241671.0
41340582.0
41442036.0
4152-1-5
4162-6-1
4172-5-2
4182-9-1
41944602.0
4202-11-5
4212-11-6
4222-10-5
42341315.0
42443506.0
42541308.0
42663624.0
42763989.0
42864355.0 SUBHEAD-3 : T.V. / TELEPHONE / LAN SYSTEM
4291-2-3
4301-2-4
43141645.0
43242010.0
43342741.0
4341-8-1
43543473.0
4361-10-2 SUBHEAD-4 : DISTRIBUTION BOARDS
4375-4-8
4385-4-9
4395-4-1
4405-4-2
4415-4-3
4425-3-2
4435-3-6
4445-3-8
44541032.0
44641397.0
4475-4-4
4485-4-5 SUBHEAD-5 : EARTHING WORK
4499-1-2
4509-1-3
4519-1-4
4529-1-5
4539-1-6
4549-2-2
4559-2-3
4569-2-4
4579-2-5 SUBHEAD-6 : LIGHTNING PROTECTION SYSTEM
4587-2-4
4599-3-1
4609-2-3 SUBHEAD-7 : RISING MAIN
4616-8-5
4626-8-4
4636-8-3
4646-8-2
4656-8-1
466DSR DSR 3.13.1 400A (S.C. rating for 1 sec -25 kA) Meter 30.0 16196.0 13589.53 407686.0
46740337.0
4686-8-9
4696-8-8
4706-8-7
4716-8-6
47240702.0
47341068.0
47441433.0
4755-5-1
4765-5-2
4775-5-3
4785-5-4 SUBHEAD-8 : CABLE TRAY & RACEWAY
47940735.0
48041101.0
48141466.0
48241831.0
48342196.0
484NCSR Supply, fixing & installing of MS floor trunking with cover of following size embeded in floor by cutting the existing floor to be in flush to the existing floor finish level and rendering the floor complete with cement concrete as approved layout complete as required for power/telepone / data in unit of 1 length of 2.5 meter each including al accessories tocomplete job similar to CTM Engg., Slotco, Profab, OBO or equivalent. a. 300 mm X 38 mm - 3 Compartments Meter 48.0 6755.0 6755.0 324240.0 b. 150 mm X 38 mm - 1 Compatments Meter 92.0 3640.0 3640.0 334880.0 c. 100 mm X 38 mm - 1 Compartments Meter 92.0 2710.0 2710.0 249320.0 SUBHEAD-9 : LOCAL AREA NETWORK ( LAN ) SECTION-I : STRUCTURED CABLING SYSTEM PASSIVE
4851-10-9
4861-12-5
4871-12-7
48846032.0
48946397.0
49047128.0
49147130.0
49243842.0 SECTION-II : LOCAL AREA NETWORK (LAN)
49341285.0
49440189.0
49541650.0
496NCSR SECTION-III : Wi-Fi SYSTEMS & WEB SECURITY
49749686.0
49850052.0 SUBHEAD-10 : IP CCTV SYSTEM
4991-10-3
5001-12-2
5011-12-4
50242745.0
50343840.0
50440189.0
505NCSR SUBHEAD-11 : UPS SYSTEM
506DSR-2025 26.2 reliable operation using Insulated Gate Bipolar Transistor (IGBT)'s both for the rectifier & inverter (3 Level) with PWM (Pulse Width Modulation). The quality of design, manufacturing and inspection process should confirm to the relevant Inter-national standards such as IEC/EN/VDE. The operating efficiency of the UPS systems shall be >96% while operating on battery mode and delivering quality power to the 100% non-linear loads. Current total harmonic effect(ITHD) on the input grid shall be < 5% at 50 %load. (The required LC ( inductor (L) and a capacitor (C)) filters shall be included in UPS cost), extreme power factor kit to be included to limit the input power factor (PF) to 0.99 and output power factor shall be unity (i.e. kw rating of the UPS shall be kva rating x 1 ), however UPS shall be suitable to take load at 0.7 laging to 0.7 leading power factor loads. UPS shall be suitable for incoming supply AC : 3Phase 400V +/-20%, 50 Hz +/-5 Hz, AC Output voltage: 3Phase 415 Volt, 50 Hz +/- 0.2Hz, Overload capacity of 120% for 10 mins, Sine wave output. Non condensing, noise level less than 60db at 1 meter distance, protections: Input Under voltage over voltage, abnormal out voltage, battery over charging, output over current, short circuit protection, battery deep discharge protection, 10KVsurge. UPS must comply with low voltage electromagnetic compatibility (EMC) achieved as per EN 6204, EN6204 Part I and Part 2, it shall be a Voltage and Frequency Independent (VFI)-type UPS. . Communication RS232/RS485/SNMP port open protocol for BMS integration, all hardware & software for iOT Communication as per approved by Engineering in charge. Required battery racks and interconnecting copper conductor cables of suitable size and connectors and all required accessories are inclusive of the cost). This system must provide a means for logging and alarming of all monitored points plus email notification. Forced air-cooling with integral inbuilt fans with redundancy (if one fan fail UPS should be able to handle at least 80% of the load, Noise Level 65 DB at 1 meter distance. The system shall be in compliance IEC 62040- 1,2 & 3, IS: 16242 and CPWD Specification. Display Panel (minimum) (In-build 5 inch or more LC Display / LED) to display : a) Input: Voltage, current, Frequency. b) Bypass: Voltage, Frequency. c) Output: Voltage, frequency, Current. d) Battery: Voltage, Capacity. e) Load: KVA, KW, Percentage. f) Temperature: STS, Inverter, PFC. g) Event Logging & Statistical Data (On LCD/LED): UPSshould capture and display up to 3000 events like: Over temperature / DC Bus Fail / Fan Fail / Fuse Fail / Overload / Short-circuit / Device Fail / Inverter Fail / Rectifier Fail / Bypass Fail, etc. h) Statistical Data: No. of power failures / Transfers to Bypass / Total Running time, etc. i) Mains Mode of Operation /Battery Mode of Operation / Bypass feeding the load / UPS Fault /Battery charging and discharging, overload, battery voltage and battery capacity. j) Audible Alarms : Mains Failure, Battery Low Alarm, UPS Overload, Fault, Shutdown, Input Over, Under Voltage, Output Over, Under Voltage, Battery Over, Under Voltage, Over Load and short circuit, Over Temperature. The UPS should have QR code which should contain drawing, test report OEM manual, Geo- Tag of manufacturing location etc 26.2.8 120KVA (Each Power module shall be < 25 KVA) SUBHEAD-12 : L.T. CABLES
50742186.0
50842552.0
50942917.0
51043282.0
51143647.0
51244013.0
51344378.0
51444743.0
51545108.0
51645474.0
51745839.0
51846935.0
51947300.0 SUBHEAD-13 : L.T. DISTRIBUSTION PANELS NCSR Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCB's (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only.
520NCSR Same as above item no.-45 but following mountings. Sub LT Panel INCOMER:- 1 Nos. 250 Amps. 4P MCCB (36 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-250 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 320 Amps. TP&N aluminium bus bars (36 KA) OUT GOINGS:- 63A FP MCB (10 KA) - 12 Nos. 32A FP MCB (10 KA) - 12 Nos. Nos. 9.0 277870.0 277870.0 2500830.0
5215-7-5 5-7-5 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 12 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no. SW-SWR/MCCBPB.(Excluding MCCBs) Each 9.0 65627.0 68908.35 620175.0
52240305.0 40305.0 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 400A, 12 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no. SW-SWR/MCCBPB.(Excluding MCCBs) Each 1.0 80230.0 84241.5 84242.0
5235-7-8 5-7-8 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 400 A, 6 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no SW-SWR/MCCBPB.(Excluding MCCBs) Each 1.0 54245.0 56957.25 56957.0
5245-7-7 5-7-7 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 400A, 4 ways four pole outgoing, up to 125 A MCCBs on iron frame, as per specification no. SW-SWR/MCCBPB.(Excluding MCCBs) Each 1.0 47256.0 49618.8 49619.0
5255-7-4 5-7-4 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 8 ways Four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no SW-SWR/MCCBPB.(Excluding MCCBs) Each 1.0 50214.0 52724.7 52725.0
526NCSR INCOMER:- 1 Nos. 400 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-400 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 500 Amps. TP&N aluminium bus bars (50 KA) OUT GOINGS:- 12 Nos. 63 Amps. 4P MCCB(25 KA) 12 Nos. 40 Amps. 4P MCCB(25 KA) Each 1.0 2191900.0 2191900.0 2191900.0
5275-7-5 5-7-5 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 12 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no. SW-SWR/MCCBPB.(Excluding MCCBs) Each 4.0 65627.0 68908.35 275633.0
5285-7-4 5-7-4 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 8 ways Four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no SW-SWR/MCCBPB.(Excluding MCCBs) Each 8.0 50214.0 52724.7 421798.0
5295-7-5 5-7-5 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 12 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no. SW-SWR/MCCBPB.(Excluding MCCBs) Each 8.0 65627.0 68908.35 551267.0
5305-7-5 5-7-5 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 12 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no. SW-SWR/MCCBPB.(Excluding MCCBs) Each 1.0 65627.0 68908.35 68908.0
5315-7-5 5-7-5 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 12 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no. SW-SWR/MCCBPB.(Excluding MCCBs) Each 1.0 65627.0 68908.35 68908.0
5325-7-5 Providing & erecting floor/wall mounting, MCCB panel board, with door, suitable for four pole incoming 250A, 12 ways four pole outgoing, up to 100 A MCCBs on iron frame, as per specification no. SW-SWR/MCCBPB.(Excluding MCCBs) Each 1.0 65627.0 68908.35 68908.0
533NCSR Description same as above INCOMER:- 1 Nos. 160 Amps. 4P MCCB (25 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-160 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 200 Amps. TP&N aluminium bus bars (25 KA) OUT GOINGS:- 4 No. 40 amp. DP MCB (10KA) 4 Nos. Space for Meter NOS. 3.0 1744580.0 1744580.0 5233740.0
534NCSR INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 Nos. 63 Amps. TPN MCCB(25 KA) 4 Nos. 40 A TPN, MCB (25KA). Nos. 1.0 162375.0 162375.0 162375.0
535NCSR Description same as above INCOMER:- 1 Nos. 160 Amps. 4P MCCB (25 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-160 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 200 Amps. TP&N aluminium bus bars (25 KA) OUT GOINGS:- 4 No. 63 amp. DP MCB (10KA) 4 Nos. Space for Meter NOS. 3.0 240480.0 240480.0 721440.0
536NCSR INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 Nos. 63 Amps. TPN MCCB(25 KA) 4 Nos. 40 A TPN, MCB (25KA). Nos. 1.0 162377.0 162377.0 162377.0
537NCSR Description same as above INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 No. 63 amp. FP MCB (10KA) 4 Nos. Space for Meter NOS. 2.0 501009.0 501009.0 1002018.0
538NCSR INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 Nos. 63 Amps. TPN MCCB(25 KA) 4 Nos. 40 A TPN, MCB (25KA). Nos. 1.0 162377.0 162377.0 162377.0
539NCSR Description same as above INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 No. 63 amp. FP MCB (10KA) 4 Nos. Space for Meter NOS. 2.0 183220.0 183220.0 366440.0
540NCSR INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 Nos. 63 Amps. TPN MCCB(25 KA) 4 Nos. 40 A TPN, MCB (25KA). Nos. 1.0 162370.0 162370.0 162370.0
541NCSR Description same as above INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 No. 63 amp. FP MCB (10KA) 4 No. 40 amp. FP MCB (10KA) 4 No. 40 amp. FP MCB (10KA) Spare NOS. 3.0 304180.0 304180.0 912540.0
542NCSR Description same as above INCOMER:- 1 Nos. 160 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-200 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 250 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 No. 63 amp. FP MCB (10KA) 4 No. 40 amp. FP MCB (10KA) 4 No. 40 amp. FP MCB (10KA) Spare NOS. 4.0 314750.0 314750.0 1259000.0
543NCSR INCOMER:- 1 Nos. 160 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-160 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 200 Amps. TP&N Aluminium bus bars OUT GOINGS:- 6 Nos. 63 Amps. TPN MCCB(25 KA) 6 Nos. 40 A TPN, MCB (25KA). Nos. 1.0 200685.0 200685.0 200685.0
544NCSR Description same as above INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 No. 63 amp. FP MCB (10KA) 4 No. 40 amp. FP MCB (10KA) 4 No. 40 amp. FP MCB (10KA) Spare NOS. 1.0 301200.0 301200.0 301200.0
545NCSR INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 Nos. 63 Amps. TPN MCCB(25 KA) 4 Nos. 40 A TPN, MCB (25KA). Nos. 1.0 162380.0 162380.0 162380.0
546NCSR Description same as above INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 No. 63 amp. FP MCB (10KA) 4 No. 40 amp. FP MCB (10KA) 2 No. 40 amp. FP MCB (10KA) Spare NOS. 3.0 340990.0 340990.0 1022970.0
547NCSR INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 Nos. 63 Amps. TPN MCCB(25 KA) 4 Nos. 40 A TPN, MCB (25KA). Nos. 1.0 162377.0 162377.0 162377.0
548NCSR Description same as above INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 No. 63 amp. FP MCB (10KA) 4 No. 40 amp. FP MCB (10KA) 2 No. 40 amp. FP MCB (10KA) Spare NOS. 1.0 340990.0 340990.0 340990.0
549NCSR INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 4 Nos. 63 Amps. TPN MCCB(25 KA) 4 Nos. 40 A TPN, MCB (25KA). Nos. 1.0 162370.0 162370.0 162370.0
550NCSR Description same as above INCOMER:- 1 Nos. 125 Amps. 4P MCCB (25 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-125 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 200 Amps. TP&N aluminium bus bars (36 KA) OUT GOINGS:- 4 Nos. 63A FP MCB (10 KA) 4 Nos. 40A FP MCB (10 KA) Nos. 1.0 171970.0 171970.0 171970.0
551NCSR Description same as above INCOMER:- 1 Nos. 100 Amps. TPN ACB 50KA 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N aluminium bus bars (50 KA) OUT GOINGS:- 4 Nos. 40A TPN MCB (10KA). 4 Nos. 32A SPN MCB (10KA). Nos. 2.0 174860.0 174860.0 349720.0
552NCSR Same as above item no.-45 but following mountings. INCOMER:- 1 Nos. 200 Amps. 4P MCCB (35 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-250 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 320 Amps. TP&N aluminium bus bars (35 KA) OUT GOINGS:- 1 No. 100 amp. 4P MCCB (25KA) 6 Nos. 63A FP MCB (10 KA) 6 Nos. 40A FP MCB (10 KA) NOS. 1.0 279132.0 279132.0 279132.0
553NCSR INCOMER:- 1 Nos. 100 Amps. 4P MCCB(50 KA) 1 Set phase indication lights (R, Y, B) 1 No. Volt Meter (digital type) with inbuilt VSS & control fuses. 1 No. 0-100 Amp. Ammeter (digital type) with inbuilt ASS BUS BARS:- 150 Amps. TP&N Aluminium bus bars OUT GOINGS:- 2 Nos. 63 Amps. TPN MCCB(25 KA) 2 Nos. 40 A TPN, MCB (25KA). Nos. 1.0 136870.0 136870.0 136870.0 ELECTRICAL SUB STATION
554NCSR NCSR Supplying, installing, testing & commissioning 3 phase, 33/0.433 kV, 50 Hz., 2000 kVA, Mineral oil immersed and naturally cooled outdoor type,Copper wound Non-sealed transformer delta/star connected additional neutral brought out on load side, temperature rise should not exceed 45℃ by thermometer in oil and 50℃ by the resistance method in winding at full load rating, using type A winding insulation (kraft paper), with HV tapping (with on load tap changer) on load +5 to -15 in steps of 2.5%, with standard accessories complete with test certificate with losses below 5050 Watts at 50% load, 15800 Watts at 100% load as per IS:1180 (part 1) : 2014 with necessary permissions of Electrical Inspector, as per specification no SS- TR-NSL. BEE 3 STAR Rated. NCSR 2000 KVA (2W) For Phase-1 Scope Nos. 2.0 8209500.0 8209500.0 16419000.0 2000 KVA (1W+1SB) For Phase-2 Scope Nos. R.O 8209501.0 8209501.0
555NCSR (33 KV - 7 VCB PANEL) Supply,installation, testing & commissioning of indoor type floor mounting, dust & vermin proof, front operated construction, enclosure class - IP 4X, The switchgear boards shall have a single front, single tier, fully compartmentalized, metal enclosed construction complying with clause No. 3.102 of IEC 62271-200, comprising of a row of free standing floor mounted panels. Each circuit shall have a separate vertical panel with distinct compartments for circuit breaker truck, cable termination, main bus-bars and auxiliary control devices. The adjacent panels shall be completely separated by steel sheets except in bus-bar compartments. The Service Class Continuity of Switchgears shall be LSC 2B-PM (as per IS/IEC 62271-200). The Switchgear shall have an Internal Arc Classification of IAC AFLR. Switchgear shall have an internal arc of 31.5 kA for 1 second.In case of any Inspection window provided on breaker compartment door, same should also be in line with IAC classifications. comprising of 1250Amp, continuous rated Copper busbars and droppers, 01nos. Rack-In-Rack-Out Handle, structure made from AluZinc/GI sheets to prevent corrosion and rusting. The complete panel incl. HT and LT chamber shall be manufactured by approved OEM at its own facility, and same will be verified via stage/final inspection. License parter, system integrator, panel builder, half-panel concept is not allowed. 33KV 7 VCB HT Panel fully encapsulated pole VCB breakers [(1+1) incomer and (4+1) outgoings], totally enclosed & fully interlocked, horizontal drawout, horizontal isolation type breaker, having capacities as mentioned below, single break, trip free mechanism, motorised charged and auto closing breaker suitable for use on 33KV, 3 Phase, 50 Hz A. C. supply with short circuit fault level of 21.4 kA, complete with self contained, fully interlocked, rack in and rack out mechanism, air insulated but continuous rated Copper busbars and droppers , Cu. earth bar, earth bar, breaker featured with mechanical ON / OFF indicator with hand trip device, spring release coil, shunt trip coil, control voltage of 24 Volt DC, TNC, LED type indicating lamps for phases and trip conditions and auxiliary switch of 6 NO + 6 NC and equipped with following switchgears and accessories. The panel should be suitable for connections for up to 3 x 300 sq.mm XLPE 33KV cable (cable entry from bottom/top/side), end termination with heat shrinkable jointing material etc. as required. (The Cost of end termination not included in this item) power pack (1 working & 1 standby) with 220 Volt AC input & 24 Volt DC continuous output suitable for indicating lights & closing / tripping / indication of 5 Nos. HT panel boards with 2 Nos. 12 Volts each maintenance free batteries of suitable AH (Min 4 Hrs back up for each relays & indication) each, charging unit, capacitor bank for emergency delivering for trip system complete with suitable capacity of Ammeter & Voltmeter i/c connections with 2.5 sq.mm FRLS insulated copper conductor cable etc. including DC DB consisting of required MCB's for DC supply distribution to panels as required. A) As per item no. 1 with following mountings- Incoming - (1+1) Nos. 1250 Amp. VCB breakers with followings ineach breaker - 33kV, 1250Amp, 21.4kA/3-sec, Draw-Out Vacuum Circuit Breaker as per IEC-62271-100. Vacuum Circuit Breaker having 03 Nos. encapsulated vacuum bottles of same make as of circuit breaker, motorized spring charging mechanism (230VAC) with integral spring charging handle for manual charging, associated push-buttons, anti-pumping feature, and associated Shunt Trip/Close Coils (24VDC) (a) 1 set (3 nos) 33KV / √3 / 110 / √3 Volts drawout type PT Class 0.5 accuracy and 50 VA burden with 1 No. Voltmeter (0-36KV), digital type, selector switch for voltmeter and protection fuses/MCB for HT metering. (b) 3 nos. dual core dual ratio CTs of ratio 200/100/1/1A of 7.5 VA burden and accuracy class-0.5 for metering and class 5P10 for protection. (c) 1 No. - (0-200A) Ammeter, digital type with selector switches. (d) Main Protection Relay shall be numerical IED Relay confirming to IEC60255, having 04CT+05PT Inputs with microprocessor based protection scheme for tripping the breaker on various faults like(1) directional over-current or earth-fault in any of the three phases,(2) negative sequence currents due to line-to-line or conductor-break faults,(3) residual and three-phase under-voltages/over-voltages(4) Synchronism and Energizing Check before breaker closing to prevent un-syncronized mixing of supplies(5) circuit-breaker-failure alarm,(6) tripping-circuit-failures and interpanel tripping/blocking signals via GOOSE based peer-to-peer communication, on IEC61850 protocol.The relay shall be fully integrated with the feeder, internally capturing feeder statuses incl. various status, Line-Current, Line-Voltage etc. and display the same locally on a built-in back-lit LCD screen as a Single- Line-Diagram with power & frequency measurements and suitably labelled status LEDs.TCP/IP based WebHMI shall be integrated part of relay for remote setting without requiring any special relay software.Offered relay shall have integrated arc protection which should bebased on the detection of current and light simultaneously. (e) Master trip relay (f) Trip circuit supervision relay (g) Energy analyser (digital type) consisting of I, V, KW, KWH, KVA, KVAH, KVARH, PF, HZ & MDI with RS 485 port. (h) Timer and TNC switch Outgoing - (4+1) Nos. - 800 A VCB breakers with followings in eachbreaker - 33kV, 800Amp, 21.4kA/3-sec, Draw-Out Vacuum Circuit Breaker as per IEC-62271-100. Vacuum Circuit Breaker having 03 Nos. encapsulated vacuum bottles of same make as of circuit breaker, motorized spring charging mechanism (230VAC) with integral spring charging handle for manual charging, associated push-buttons, anti-pumping feature, and associated Shunt Trip/Close Coils (24VDC) Note - Provide all type of Protection, Auxillary relays, release for the transformer protection as the outgoing feeders shall feeds the power to transformer. (a) 3 nos. dual core dual ratio CTs of ratio 50/1/1A of 7.5 VA burden and accuracy class-1 for metering and class 5P10 for protection. (b) (0-50A) Ammeters, dual scale digital type & selector switches for ammeters. (c) Main Protection Relay shall be numerical IED Relay confirming to IEC60255, having 04CT+05PT Inputs with microprocessor based protection scheme for tripping the breaker on various faults like(1) directional over-current or earth-fault in any of the three phases,(2) negative sequence currents due to line-to-line or conductor-break faults,(3) residual and three-phase under-voltages/over-voltages(4) Synchronism and Energizing Check before breaker closing to prevent un-syncronized mixing of supplies(5) circuit-breaker-failure alarm,(6) tripping-circuit-failures and interpanel tripping/blocking signals via GOOSE based peer-to-peer communication, on IEC61850 protocol.The relay shall be fully integrated with the feeder, internally capturing feeder statuses incl. various status, Line-Current, Line-Voltage etc. and display the same locally on a built-in back-lit LCD screen as a Single- Line-Diagram with power & frequency measurements and suitably labelled status LEDs.TCP/IP based WebHMI shall be integrated part of relay for remote setting without requiring any special relay software.Offered relay shall have integrated arc protection which should bebased on the detection of current and light simultaneously. (d) 12 window Annunciation panel with necessary relays, audio and visual indicators and push buttons. (e) Auxilliary relay for Buchholtz / OTI / WTI (f) TNC switch (g) Master trip relay (h) Trip circuit supervision relay HT Panel - as described above Set 1.0 7300650.0 7300650.0 7300650.0
556NCSR Design, manufacture, supply ,installation, inspection, handling, assembling, affecting proper connections, testing and commissioning of 14 SWG CRCA sheet steel fabricated cubical type Main L.T. Panel with PLC based load manager, floor mounting, dust & vermin proof, front operated construction, enclosure class - IP 54. The bubsbar shall be of aluminium.The main LT panel shall be as per IEC61439 (TTA). All ACB's shall have inbuilt microprocesor based Over load protection (L), Short Circuit protection (S), Instantaneous Short Circuit protection (I), Earth Fault protection (G), Shunt Trip releases. All ACB should have Ics=Icu=Icw=50 KA for 1 sec.All ACB shall be supplied with all standard accessories i.e. auxillary switch with 4NO + 4NC contacts, cradle, handle, safety shutter in confirmity with IS:60947. All ACB Incomer shall be 4P, EDO, LSIG with display and communication module for real data assessment like events,fault and all current parameters All MCCB above 250A, shall be microprocessor based with inbuilt OL,SC,EF protections. MCCB 250A & below shall be thermal based OL,SC All MCCB's shall be Ics = 100% Icu, with rotary handle, phase barriers, spreader terminals & pad locking arrangement, with adjustable O/L & adjustable S/C trip setting as per load requirement. All TP MCCB shall be with heavy duty solid isolable neutral link. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmeter, selector switches, cast resin type CT's & PT's, etc. Separate CT's shall be provided for protective and measuring system and for APFCR of capacitor bank with suitable VA. Each section of Panel shall have door opearted light of sufficent lux to illumunate that section & each section of capacitor, buscoupler, all ACBs sections shall have exhaust fans for ventilation purpose. Each section of panel shall be provided with space heater alonwith thermostate andsuitable arrangment for automatic operation. All Energy Analyser/TVM Shall have RS 485 Modbus RTU on board Communication protocol for SCADA communication. The fault withstanding capacity of panel & its control gear shall be min.35 KA rms for 1 sec. The maximum height of the panel should not exceed 2100 mm unless specifically approved. GA drawings shall be got approved from Consultants before fabrication.The panel has to be specifically fabricated as per the space available at basement level. The existing column positions will also be considered. INCOMERS from 4 Nos. 2000 KVA Transformers 4 Nos. ACB 3200A 4P EDO OL, SC, EF with display (minimum 03 line & maximum 04 line) with communication module for real data assessment like events, fault and all current parameters. The ACB shall be electrically and mechanically interlocked with the bus coupler, DG incomers and other transformer incomers. 4 nos. 800 KVAR capacitor bank with 16000 amp TP MCCB (50 KA) foreach transformer incomer. 1 nos. 32 amp TP MCCB (35 KA) for OLTC (for each transformerincomer) Protection Releases / Relays, Metering & Accessories For EachTransformer Incomers Over Voltage/Under Voltage Relay/Release With Timer. Restricted earth fault relay. Master trip relay. Trip Circuit Supervison relay. TNC switch. Auto manual selector switch. 1 nos. 0-500 volt range digital type voltmeter with selector switch 1 set of 3 CT's of ratio 3200/5A, Class 1.0 accuracy 15 VA burden for metering. 1 set of 3 CT's of ratio 3200/5A, Class 1.0 accuracy 15 VA burden for APFCR. 1 set - 415/√3/110/√3 Class 1.0 accuracy 100 VA burden PT along with primary and secondary fuse. 1 set of 4 CT's of ratio 3200/1A, Class PS for protection. 1 no. 0-3200 Amp range digital type ammeter with selector switch. Energy analyser (digital type) consisting of I, V, KW, KWH, KVA, PF, HZ, MDI (EM 6400 of Conzerve or equi.) with RS 485 communication portfor communication/report generation. (or Dual meter) Power factor meter. Frequency meter. 3 Nos. LED type phase indicating lamps, each lamp shall be with bakupMCB along with hooter, auxillary relay, 2 sets of push buttons. 5 Nos. LED type indicating lamp for indicating the status of feeder - ON/OFF/TRIP/Trip circuit healthy/DC supply healthy. Each lamp shall be with bakup MCB. INCOMERS from 4 Nos 1010 KVA D G sets 4 nos ACB 1600A 4P EDO OL, SC, EF with display (minimum 03 line & maximum 04 line) with communication module for real data assessment like events, fault and all current parameters Protection releases / relays, Metering & Accessories for each DG set incomers Over Voltage / Under Voltage relay / release with timer. IDMT earth fault relay. Master trip relay. Trip Circuit Supervison relay. Reverse power relay. TNC switch. Auto / manual / test selector switch 1 Set - 415 /v3 / 110 / v3 Volts PT Class 1.0 accuracy and 100 VA burden along with primary & secondary MCB. 0-63 volt range digital type voltmeter with selector switch 1 set - 3 CTs of ratio : 1600/5A, Class 1.0 accuracy 15 VA each burden for metering. 1 set - 3 CTs of ratio : 1600/5A, Class 5P20 accuracy 20 VA each burden for protection. 0-1600 Amp range digital type ammeter with selector switch. Energy analyser (digital type) consisting of I, V, KW, KWH, KVA, PF, HZ, MDI (EM 6400 of Conzerve or equi.) with RS 485 communication portfor communication / report generation. (or Dual meter) Frequency meter. Power Factor meter. 1 No -12 point Temp Scanner with Alarm/ Trip contact for winding &bearing. 3 Nos. LED type phase indicating lamps, each lamp shall be with bakupHRC fuse / MCB along with hooter, auxillary relay, 2 sets of push buttons. 5 Nos. LED type indicating lamp for indicating the status of feeder - ON / OFF / TRIP / Trip circuit healthy / DC supply healthy. Each lamp shall be with bakup HRC fuse/MCB. 12 window annunciator with accept / reset / test push button for each DG set for following indications and alarm : set fail to start, engine over heat, high temperature, excitation failure, low lube oil pressure, over speed, low fuel oil level, cooling water flow failure, breaker trip, generator fault, DC control supply failure, out of limit voltages andspares. Push buttons for Test. Accept. Reset. Fault Reset. Engine start, Engine stop, ACB close, ACB Trip Emergency stop. Shut down due to low lube oil pressure/High water temp/Over speed/Low fuel level - set of 4 indication lamps. DG control incorporating engine start / stop indicating three attempt facility and on failure to start, engine lock out. 1 nos battery charger with DC voltmeter and ammeter suitable for the DG sets (1010 KVA) Note : In normal case all three lamps shall be ON to indicate that incoming power supply is available. In case of power resumption after failure buzzer shall ring to indicate the power supply is resumed. There shall be one push button to acknowledge the same. The ACB shall be electrically and mechanically interlocked with the bus coupler and Transformer incomers. BUS COUPLER 3 Nos ACB 3200A 4P EDO OL,SC,EF with display (minimum 03 line & maximum 04 line) with communication module for real data assessment like events, fault and all current parameters Protection releases / relays, Metering & Accessories for BusCoupler (s) Trip circuit supervision relay TNC switch. Auto / manual selector switch 5 Nos. LED type indicating lamp for indicating the status of feeder - ON / OFF / TRIP / Trip circuit healthy / DC supply healthy. Each lamp shallbe with bakup HRC fuse/MCB. The bus coupler shall be electrically and mechanically interlocked with all incoming ACB's in such a way that at any one time two supply shouldnot get mixed up. BUS BARS 6 sections of 5000 AMP, 415 Volts, 3 phase 50 HZ TPN high conductivity electrolytic Aluminium bus bar of suitable length, SMC / DMC supports, with colour coading and insulated by heat shrinkable sleeves and clip on shrouds for joints. The current density of bus bar up to 1000 Amp shall be minimum 1.00 sq mm / amp & for 1250 / 1600 amp shall be minimum 1.30 sq.mm / amp and for 2000 / 2500 / 3200 Amp shall be minimum 1.60 sq mm / amp. The Maximum allowable temperature for the Bus bar to be restricted to 85 deg C. The temperature rise should be restricted to 35 deg C abovedesign ambient temperature of 50 deg C. Bus PT Module 5 Nos., each with Following: 3PH. 415/v3/110/v3 V 100VA with Fuses. R,Y,B Ind. Light with Control Fuses Voltage Relay (Note - All the indication & metering shall be done through 110V from secondary of PT's. No indication lamps & metering should not be operated at 415 Volts.) PLC for load management / automation Design, manufacturing, testing at works, supply of PLC BASED , AUTOLOAD TRANSFER, AUTOLOAD BALANCING PANEL FOR 4 nos. 1010 KVA complete as required to acheive the desired functions. PLC shall be provided in main LT panel for interlocking between different incomers and bus couplers to avoid unintentional paralleling of different supplies. PLC is not envisazed for DG Synchronization PLC with VIEW PANEL. In addition to required hardware and software following components shall also be provided. Based on the load requirement only required no. of DG sets shall be operated. Monitoring of DG set safeties (mechanical as well as electrical). PLC Hardware as required Auxiliary relays/contactor/metering/protection etc as required 230 V AC, UPS alognwith battery of suitable back up of suitable rating Annunciators as required One no. Battery charger set consisting of Transformer / Rectifier, DC ammeter, DC voltmeter, Charging rate selector switch, Off/Trickle/boost. All control wiring from PLC to various feeders with min. of 2.5 sqmm copper FRLS cable. The PLC provided for Load Management & for interlocking of Breakers shall perform to achieve the system as described in givenMain Schemetic Diagram. OUTGOINGS - All outgoing feeders shall be provided with one set of phase indication lamps and trip indication lamps with protection fuses/MCB and ammeter with selector switch with suitable ratio CT's of accuracy class 1.0 All outgoing feeders fed from DG Bus Bar shall be provided with energy analyser / electronic dual reading KWHR meter with RS 485 communication port, CT's with accuracy class 1, control circuits and wiring as per SLD. 3 nos ACB 1600A 3P EDO OL,SC,EF with display (minimum 03 line & maximum 04 line) with communication module for real data assessment like events,fault and all current parameters 4 nos ACB 1250A 3P EDO OL,SC,EF with display (minimum 03 line & maximum 04 line) with communication module for real data assessment like events,fault and all current parameters 4 nos ACB 800A 3P EDO OL,SC,EF with display (minimum 03 line & maximum 04 line) with communication module for real data assessment like events,fault and all current parameters 3 nos ACB 1600A 3P EDO OL,SC,EF with display (minimum 03 line & maximum 04 line) with communication module for real data assessment like events,fault and all current parameters 2 nos ACB 1250A 3P EDO OL,SC,EF with display (minimum 03 line & maximum 04 line) with communication module for real data assessment like events,fault and all current parameters 4 nos ACB 800A 3P EDO OL,SC,EF with display (minimum 03 line & maximum 04 line) with communication module for real data assessment like events,fault and all current parameters 4 Nos. 630A FP MCCB (50 KA) 6 Nos. 500A FP MCCB (50 KA) 6 Nos. 400A FP MCCB (50 KA) 2 Nos. 320A FP MCCB (35 KA) 2 Nos. 250A FP MCCB (35 KA) 4 Nos. 200A FP MCCB (35 KA) 2 Nos. 160A FP MCCB (25 KA) 2 Nos. 125A FP MCCB (25 KA) 4 Nos. 100A FP MCCB (25 KA) Main LT Panel as described above Set 1.0 28025570.0 28025570.0 28025570.0 SUBHEAD-17 : AUTOMATIC POWER FACTOR CORRECTION PANEL (CAPACITORPANEL) :
557DSR-2025-25.2 covers, 3 mm thick for gland plate i/c cleaning & finishing complete with 9 tank process for powder coated of approved shade ( RAL 7032-Siemens gray or as approved by Engineer-in-Charge), having front section (switch gear and control accessories) and rear section (capacitor and reactor), front and rear access, having suitable current carrying capacity, extensible TPN Aluminium alloy bus bar of high conductivity, DMC/SMC bus bar supports,bottom base channel of MS Section, fabrication shall be done in transportable section, entire panel shall have common copper earth bar of minimum size of 25mm x 5mm with 2 nos. earth studs, the earth terminals provided on the body of capacitor bank shall also be bonded to the main capacitor panel earth bus with 2 nos. 8 SWG or 6 SWG GI earth wires/ equivalent size of copper conductor cable, forced ventilation for maintaining temperature rise not more than 5°C from ambient, interconnections, connections with 14% detuned reactor and heavy duty 525 V ISI marked Impregnated MPP(Metalized Polypropylene) Capacitor (IS 13340 Part -1 & 2) APFC Panel shall be in compliance with IS :16636 & CPWD Specifications etc. as per below details. 1.0 Siemens (A) IncomersSuitable capacity MCCB/ACB (Upto 300 KVAR, MCCB and above 300 KVAR, ACB ) Microprocessor base with O/C, S/C, E/L release of TPN 50KA breaking capacity (Ics=Icu), ON, OFF, Trip, R, Y, B - LED Indicating Lamp set alongwith required Instruments and accessories with extended rotary handel and door interlocking arrangment. Current rating of the Incomer in ampere shall be APFC Panel rating in KVAR x 1.4 x 1.5 or Nearest higher standards rating.(B) Instruments & Indicationsa)For Passive Section : i) 3-Phase current sensing APFC microprocessorrelay/controller , advance 12/16 stages (12 stages for over all capacity of panel (active + passive) below 500 KVAR and 16 stages 500 KVAR & above) and having display of Phase wise V, A, PF, Cos-Phi, KW, KVA, KVAR, THD-V , THD-I, harmonics up to 31 level. ii) Auto Manual Selector switch, auxiliary contactors with timer for delay in manual mode. iii) Digital Multi function meter with LED Display for V, A, PF, KW, KVA, KVAR, THD-V & I, Frequency.iv) Suitable rating control transformer shall be provided for control and indication circuit.v) All components like control transformer, meter, relay and indicating lamp shall be protected by using suitable rating individual MCB's.vi) Wiring of the control circuit shall be done by using2.5 sq mm, FRLS/HFFR 1100 V grade, PVC insulated multi stranded copper control wire. vii)Communication Ethernet/RS485/SNMP port openprotocol for BMS integration as per approved by Engineering in charge. b) For Active Section : Dedicated HMI (Human Machine Interface) (Minimum 7 inch display) for controlling and communication and having display of Phase wise V, A, PF, Cos-Phi, KW, KVA, KVAR, THD-V , THD-I, harmonics up to 50th level. Communication Ethernet/RS485/SNMP port open protocol for BMS integration as per approved by Engineering in charge. 25.2.12 800 KVAR Set 2.0 4067794.0 3413151.54 6826303.0 SUBHEAD-18 : SANDWICHED BUS DUCTS :
558DSR-2025 -3.13 a) 3.13.4 800 Amps. 50 KA SC for 1 sec. Metre 20.0 22841.0 19165.13 383303.0 b) 3.13.7 1600 A 50kA SC for 1 sec Metre 50.0 32974.0 27667.39 1383370.0 c) 3.13.10 3200 Amps. 50 KA SC for 1 sec. Metre 50.0 58373.0 48978.86 2448943.0
559NCSR 800 Amps.(IP55 Encloser). Metre 15.0 3500.0 3500.0 52500.0 1600 A 50kA SC for 1 sec Metre 35.0 5000.0 5000.0 175000.0 3200 Amps. 50 KA SC for 1 sec. Metre 35.0 6000.0 6000.0 210000.0 SUBHEAD-19 : D.G. SETS :
560NCSR Diesel Engine - Diesel Engine suitable for driving alternator of above rating, compression ignition, 4 stroke cycle, Radiator cooled, turbo charged, battery starting, 1500 RPM, suitable for above output of alternator at 40oC, 50% RH & at 210 M MSL and confirming to BS 5514, BS 649, IS 10000, capable of taking 10% overloading for one hour after 12 hrs of prime continuous loading, complete with all the accessories i.e. tachometer with hour meter, flexible coupling with guard, crank case of steel, crank shaft, conncting rods, electronic governing system, dynamically balanced flywheel, air intake manifold, Air cleaner, anti vibration pads, starter motor, including all other accessories required to complete the system. Instrument Panel - Engine mounted Instrument Panel fitted with andhaving digital display for followings : Start stop switch with key Water temperature indication Lubrication oil pressure indication. Lubrication oil temperature indication. Battery charging indication RPM indication Over speed indication Low Lube oil trip indication Engine hours indication Alternator - Synchronous Alternator of above capacity at 0.8 PF, 3 phase, 415 volts, 50 cycles, 4 wire, 1500 RPM, suitable for operation at 40 deg C, 50% RH & at 210 meter above MSL, capable of taking 10% overlioading for one hour after 12 hrs of prime continuous loading, brushless, self excited, self regulated through AVR, continuous duty confirming to IS 4722, BS 2613 suitable for tropical conditions, class H insulation, includingterminal box suitable for bus duct termination as required. Note : - Alternator should have with all other accessories as per specified in Technical specfications. Base Frame - Both the engine and alternator shall be mounted on suitable base frame made of MS channel which shall be installed on cement concrete foundation and vibration isolating arrangement as perrecommendations of manufacturer. Power Controller For DG synchronization Supplying, erecting, testing and commissioning of Microprocessor based generator control unit (synchronization panel) panel suitable for diesel generating set of above 1000 kVA upto 1250 kVA capacity Three phase, 415 Volts, 50Hz A.C. with all standard features and safeties etc. as per specification no. GEN-SYNC. Daily service Fuel tank of 990 liters capacity fabricated out of 2 mm thick MS sheet complete with inlet and outlet connections, oil indication gauge, drain plug, air breather, provision for fuel transfer system, level indicators and all standard accessories etc. as required. Exhaust Silencer - Exhaust manifold with residential silencer. The D G set should be supplied with required hardware for external PLC based auto synchronization, auto load sharing, auto load management system. Starting system - 24 Volt DC starting system comprising of starter motors : voltage regulator and arrangement for initial excitation complete with 12/24 Volts suitable nos. lead acid type batteries of suitable AH. Ventillation System - Arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air into the atmosphere as per standard specifications. 1010 KVA SET 2.0 10799250.0 10799250.0 21598500.0 Supply, Fixing, testing and Commissioning of Exhaust gas piping system of Class `B' MS pipe as per IS:1239 for upto 150 mm dia and for 200 mm dia & above MS pipe as per IS:3589 with welded joints, cut to required lengths with necessary bends, fittings, flanges, painting over primer coat, with mineral wool / rock wool insulation of minimum 75 mm thick of 150 Kg per cu M density on all sides of exhaust pipe, with chicken mesh wrapping and 26 SWG aluminium sheet cladding complete as required. The aluminum foil should be tightly cladded to insulation surface of pipe. The aluminum cladding shall be locked with sheet metal screws with other sections of aluminium foil. The measurement shall be done on the basis of centre line. (Stack height should be in accordance with emission regulations of CPCB, which will go well above the top most terrace) The exhaust piping system should be suitable for upto 550oC temperature, the surface temperature of exhaust pipe shall not exceed more than 60oC. (The rates are exclusive of support structure)
561NCSR Supply & fixing of SS Bellow of following diameter
562NCSR 3 C x 2.5 sq.mm Metre 60.0 230.0 230.0 13800.0 3 C x 4 sq.mm Metre 60.0 290.0 290.0 17400.0 3 C x 6 sq.mm Metre 80.0 380.0 380.0 30400.0
563NCSR 3 C x 6 sq.mm (Copper) Set 5.0 450.0 450.0 2250.0 3 C x 4 sq.mm (Copper) Set 5.0 380.0 380.0 1900.0 3 C x 2.5 sq.mm (Copper) Set 5.0 330.0 330.0 1650.0 SUBHEAD-20 : EXTERNAL LIGHTING 0.0 STREET LIGHT POLE WITH LED LAMP :
56442584.0
56541488.0
5662-7-5
5672-7-6
5682-4-6
5692-4-7
5707-8-5
5715-2-6 POST TOP LIGHTING :
57244231.0 HIGH MAST : `
5738-2-4
57443135.0
57545140.0 FAÇADE LIGHTING -
576NCSR SUBHEAD - 21 : WASTE MANAGEMENT SYSTEM
577NCSR Source of the Autoclave:System should use Non-burn technology. It should be steam sterilization method integrated with a shred-der. Process should be in one continuous automated cycle with no use of conveyor belts for transporting waste to a separate shredder. The unit should not use any chemicals Capacity:Chamber Volume Should Be 500 ltrs. Should have a capacity to treat minimum 120kg/hr.Power:3 phase, 400V-440v - 50/60 Hz. Loading & Unloading:Should have an automatic system for loading & Unloading. Should have auto switch off for protection. Should have a safety system, which should prevent the cycle to start If the door of the machine is open.Chamber:The treatment vessel should be vertical (to optimize space occupied) and built of sturdy material like SS 316L or better. Chamber should be jacketed/ electrical heated for pre-heating. Installation:Installation area should be less than 400 sq ft. Shredder:Shredder blades should be of SS 316L or better. CYCLE:Cycle Duration:Cycle time should be less than 45 minutes. After treatment, the system should ensure substantial volume reduction in the range of 80 – 90%. Shredding time should be for minimum 7 minutes for better efficiency. It should have separate cycle with no shredding option so the machine can also be used as only an auto-clave for heavy metals. Temperature range required:Should be 121-140 degree Celsius and pressure range of 2.4 – 5.0 bar with provision for vacuum to ensure proper sterilization. The system should able to separate liquid and the solid in the chamber itself before un-loading the treated waste. System should have option to cool down the treated material under 60 Celsius degree in less than 3mins. System should be able to take out the air (in order to have proper and efficient sterilization) before sterilization starts through a bio filter in order to avoid any hazardous air exhaust. The final treated waste should be non- Reusable. Should have audio alarm system for prining, door unlock, temperature error, pressure error. PROCESS:The system should be able to treat a mixture and treat different types of waste in one cycle. The system should be able to treat glass, Scalpels, Blades and Needles. A system should have an automatic washing cy-cle. The system should have one test cycle to detect leakages under pressure. OPERATION AND CONTROL:Cycle should be fully automated and controlled by a microprocessor. Automatic computerized reports of essential sterilizing parameters (selected cycle, start time, cycle stages, temperature/ pressure, end time, cycle status i.e. pass/fail) should be possible. Operator LCD Touch Screen should be present with all indica-tors (selected cycle, start time, cycle stages in graphs as well, temperature/ pressure, end time, cycle status i.e. pass/fail). A system should be able to collect the cycle data on a memory chip/card through an inte-grated slot. For optimal accuracy of sterilization parameters, the system should be equipped with at least 2 temperature sensors and two pressure transducers. A system which has a protective housing with a safety door with a safety switch will be preferred. ACCESSORIES REQUIRED:Should have a steam generator. Stem generator should be automatically controlled by electronic system. Should have its own R.O. system for water treatment. Should have a cart or equivalent to collect treated waste. The OEM should provide the same. Should have an integrated printer for data collection and print-ing. Should have an air compressor which has metal sound proof system. SUBHEAD-22 : MISCELLANEOUS
57846666.0
57946301.0
58013-15-1
58145571.0
58241826.0 a) 42557.0 Supplying and laying (including excavation of suitable width & depth up to 90 cm) 200 mm outside dia, double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depthcomplete. Metre 172.0 733.0 769.65 132380.0
58345205.0
584NCSR a) 110 mm outer dia Metre 6.0 316.0 316.0 1896.0 b) 200 mm outer dia Metre 6.0 928.0 928.0 5568.0 SUBHEAD - 23 : LIFT WORK 20 Pax. Cum Stretcher Lift
58540195.0 40195.0 Rated capacity :- 20 Passenger/1360Kg · Floors :- G+1 floor (2 Stops/2 Landings) · Travel :- 3 to 4.2 mtrs · Location of Lift Machine:- MR/MRL · Rated speed :- 1.0mps VS · Car/Landing door clear opening of 1100/1200 mm wide x 2000 mm high. Clear Car size of ......mm wide x mm deep x 2250mm high. Lift shaft available having clear size of ......mm wide x ......mm deep, ......mm Pit depth, mm Overhead. Doors type :- COPO/TOPO Doors with frame made from SS 304 grade solid(non-cladded) sheet of 1.5mm thick in hairline finish for car and all landing doors with SS door architraves/frames The lift doors shall have minimum 1 hour fire rating (with submission of necessary valid test certificate issued by NABL accredited or Independent test laboratory) .Lift car enclosure made from SS 304 grade solid (non-cladded) sheet of 1.5mm, thick with hairline finish with frame made from MS girders, bracing of adequate size with minimum safety factor of 5, with Toe Guard Apron, with necessary false ceiling with adequate LED lights, blower/fan for ventilation & SS chequered plate flooring, handrails, mirror, emergency light etc. The lift car interior design shall be done as per the directions of engineer in charge. COP with SS face plate having metallic push buttons with Braille code & luminous indicator around button with FPI, scrolling UP/DN LED indicator & with / without attendant key switch, OWD with audio-visual alarm, VAS in Marathi, Hindi & English with intercom system with telephone instrument in Lift car, LMR & FCC/ground floor. · LOP with SS face plate having recess/surface push button box for all landings with scrolling UP/DN LED indicator having metallic push buttons with Braille code & luminous indicator around button with CPI, Lift car arrival & next travel direction audio-visual indication at all landings. loop control system, with IBMS compatible having necessary port. The controller shall have necessary protections such as overcurrent, overvoltage, over speed, overheat for all devices including lift motor and travel direction protection, protection for phase loss at input or output etc. various operation modes such as maintenance, change direction by attendant, full load bypass, VIP call operation, self levelling operation, call cancel facility, auto return to home landing, fireman evacuation operation, earthquake operation, door open/close operation from COP etc. The system can record information for minimum 30 latest faults, with real-time clock management and handheld keypad with LCD screen for view and setting of parameters, The control panel duly wired with proper size & strength, copper wire for power & control circuit, with provision for addition of floor/control card & allied accessories control panel having enclosure of 1.5mm CRCA sheet with powder coating with IP54 Protection class. · ARD complete with necessary SMF VRLA batteries. · Fireman controller having fireman switch at fire Landing. · CCTV surveillance system comprises of 2nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for min. 90 days with min. 20\\" FHD TV monitor, to be kept in FCC/LMR as directed by Engineer In Charge. · Lift Machine of Gearless PMSM of suitable kW with duty cycle of minimum 120 starts/hr (with submission of necessary valid test certificate issued by NABL accredited or Independent test laboratory), with Traction pulley, OSG, electromagnetic brakes, entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves, suspension wire ropes/belts of adequate size & strength. CONT..... · Other mechanical parts such as 'T' section adequate size guide rails for car & counter weight with brackets fasteners, counter weight frame with necessary blocks, buffers with necessary support arrangement, MS pit ladder etc. erected with necessary steel work. · Minor civil work such as alteration work if any necessary for erection of landing door frames and it's accessories e.g. sill, header, hole pass etc complete with plaster finish, civil work for erection buffers, erection of lift machinery, adequate size core cuts if required & scaffolding for erecting guide rails, providing and fixing steel girders/RCC work having adequate strength for mounting and hoisting lift machine etc. complete as per specification no. LFT. · General: - Job includes entire procedure of obtaining all necessary erection permissions & \\"License to Work the Lift\\" from Electrical Inspector(Lifts) with submission to the Engineer In Charge. · The above rate includes Fully Comprehensive AMC for one year from the date of commissioning. Add On A For Lift travelling up to six floors or at a speed of 1.0 mps, add as below, 6.0 For Lift having 1200mm wide x 2000mm high clear entrance in 1.5mm thick SS 304 grade solid(non-cladded) landing door [Two panel], this includes all necessary accessories like LOP's with UP/DN buttons- arrows-indicators, extension of guide rails, shaft wiring with trunking, travelling cables, main hoisting ropes/belts, & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of liftinstallation complete. Floor R.O 155908.0 163703.4 B For Full Collective control system, add as below. 1.0 For Lift travelling above First floor & up to Sixth floor Each R.O 27340.0 28707.0 16 Pax. Lift
58642743.0 Rated capacity :- 16 Passenger/1088Kg Floors :- G+1 floor (2Stops/2 Landings) Travel :- 3 to 4.2 mtrs Location of Lift Machine:- MR/MRL Rated speed :- 1.0mps VS Car/Landing door clear opening of 1000mm wide x 2000 mm high Clear Car size of ......mm wide x mm deep x 2250mm high Lift shaft available having clear size of 2500 mm wide x 2400 mm deep,1500 mm Pit depth, ………mm Overhead. Doors type :- COPO/TOPO Doors with frame having clear opening of 1000 mm wide x 2000 mm high made from SS 304 grade sheet of 1.5mm, thick in hairline finish for car and all landing doors with SS door architraves/frames. Lift car enclosure made from SS 304 grade sheet of 1.5mm, thick with hairline finish with frame made from MS girders, bracing of adequate size with minimum safety factor of 5, with Toe Guard Apron, with necessary false ceiling with adequate LED lights, blower/fan for ventilation & SS chequered plate flooring, handrails, mirror, emergency light etc. COP with SS face plate having metallic push buttons with Braille Code & luminous indicator around button with FPI, scrolling UP/DN LED indicator & with/without attendant key switch, OWD with audio-visual alarm, VAS in Marathi, Hindi & English with intercom system with telephone instrument in Lift car, LMR & FCC/ground floor. LOP with SS face plate having recess/surface push button box for all landings with scrolling UP/DN LED indicator having metallic push buttons with Braille Code & luminous indicator around button with CPI, Lift car arrival & next travel direction audio-visual indication at all landings. Lift controller based on microprocessor/ PLC with VVVF Drive having closed loop control system, with IBMS compatible having necessary port. The controller shall have necessary protections such as overcurrent, overvoltage, over speed, overheat for all devices including lift motor and travel direction protection, protection for phase loss at input or output etc. various operation modes such as maintenance, change direction by attendant, full load bypass, VIP call operation, self levelling operation, call cancel facility, auto return to home landing, fireman evacuation operation, earthquake operation, door open/close operation from COP etc. The system can record information for minimum 30 latest faults, with real-time clock management and handheld keypad with LCD screen for view and setting of parameters. The control panel duly wired with proper size & strength, copper wire for power & control circuit, with provision for addition of floor/control card & allied accessories control panel having enclosure of 1.5mm CRCA sheet with powder coating with IP54 Protection class. ARD complete with necessary SMF VRLA batteries. Fireman controller having fireman switch at fire Landing. CCTV surveillance system comprises of 2nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for 60 days with 18\\" FHD TV monitor, to be kept in FCC/LMR as directed by Engineer In Charge. Lift Machine of Gearless PMSM of suitable kW with Traction pulley, OSG, electromagnetic brakes, entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves, suspension wire ropes/belts of adequate size & strength. Other mechanical parts such as 'T' section adequate size guide rails for car & counter weight with brackets fasteners, counter weight frame with necessary blocks, buffers with necessary support arrangement, MSpit ladder etc. erected with necessary steel work. Minor civil work for alteration if any and erection of door frames and accessories, erection buffers, erection of lift machinery, adequate size core cuts if required & scaffolding for erecting guide rails fixing of girders for mounting lift machine etc. complete as per specification no.LFT. Add On A For Lift travelling up to six floors or at a speed of 1.0 mps, add as below, 4.0 For Lift having 1000mm wide x 2000mm high clear entrance in 1.5mm thick SS 304 grade solid(non-cladded) landing door [Two panel], this includes all necessary accessories like LOP's with UP/DN buttons- arrows-indicators, extension of guide rails, shaft wiring with trunking, travelling cables, main hoisting ropes/belts, & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of liftinstallation complete. Floor R.O 146107.0 153412.35 C For Full Collective control system, add as below. 1.0 For Lift travelling above First floor & up to Sixth floor Each R.O 27340.0 28707.0 20 Pax. Lift
58743117.0 Rated capacity :- 20 Passenger/1360Kg Floors :- G+7 floor (8 Stops/8 Landings) Travel :- 21 to 29.4 mtrs Location of Lift Machine:- MR/MRL Rated speed :- 1.0mps VS Car/Landing door clear opening of 1100/1200mm wide x 2000 mm high Clear Car size of ......mm wide x mm deep x 2250mm high Lift shaft available having clear size of ......mm wide x mm deep,......mm Pit depth, mm Overhead. Doors type :- COPO/TOPO Doors with frame having clear opening of 1000 mm wide x 2000 mm high made from SS 304 grade sheet of 1.5mm, thick in hairline finish for car and all landing doors with SS doorarchitraves/frames. Lift car enclosure made from SS 304 grade sheet of 1.5mm, thick with hairline finish with frame made from MS girders, bracing of adequate size with minimum safety factor of 5, with Toe Guard Apron, with necessary false ceiling with adequate LED lights, blower/fan for ventilation & SS chequered plate flooring, handrails, mirror, emergency light etc. COP with SS face plate having metallic push buttons with Braille Code & luminous indicator around button with FPI, scrolling UP/DN LED indicator & with/without attendant key switch, OWD with audio-visual alarm, VAS in Marathi, Hindi & English with intercom system with telephone instrument in Lift car, LMR & FCC/ground floor. LOP with SS face plate having recess/surface push button box for all landings with scrolling UP/DN LED indicator having metallic push buttons with Braille Code & luminous indicator around button with CPI, Lift car arrival & next travel direction audio-visual indication at all landings. Lift controller based on microprocessor/ PLC with VVVF Drive having closed loop control system, with IBMS compatible having necessary port. The controller shall have necessary protections such as overcurrent, overvoltage, over speed, overheat for all devices including lift motor and travel direction protection, protection for phase loss at input or output etc. various operation modes such as maintenance, change direction by attendant, full load bypass, VIP call operation, self levelling operation, call cancel facility, auto return to home landing, fireman evacuation operation, earthquake operation, door open/close operation from COP etc. The system can record information for minimum 30 latest faults, with real-time clock management and handheld keypad with LCD screen for view and setting of parameters. The control panel duly wired with proper size & strength, copper wire for power & control circuit, with provision for addition of floor/control card & allied accessories control panel having enclosure of 1.5mm CRCA sheet with powder coating with IP54 Protection class. ARD complete with necessary SMF VRLA batteries. Fireman controller having fireman switch at fire Landing. CCTV surveillance system comprises of 2nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for 60 days with 18\\" FHD TV monitor, to be kept in FCC/LMR as directed by Engineer In Charge. Lift Machine of Gearless PMSM of suitable kW with Traction pulley, OSG, electromagnetic brakes, entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves, suspension wire ropes/belts of adequate size & strength. Other mechanical parts such as 'T' section adequate size guide rails for car & counter weight with brackets fasteners, counter weight frame with necessary blocks, buffers with necessary support arrangement, MSpit ladder etc. erected with necessary steel work. Minor civil work for alteration if any and erection of door frames and accessories, erection buffers, erection of lift machinery, adequate size core cuts if required & scaffolding for erecting guide rails fixing of girders for mounting lift machine etc. complete as per specification no. LFT. Add On A 1 For Lift travelling above seven floors & up to fifteen floors or at a speedof 1.5 mps, add as below, 4.0 For Lift having 1200mm wide x 2000mm high clear entrance in 1.5mm thick SS 304 grade solid(non-cladded) landing door [Two panel], this includes all necessary accessories like LOP's with UP/DN buttons- arrows-indicators, extension of guide rails, shaft wiring with trunking, travelling cables, main hoisting ropes/belts, & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of lift installation complete. Floor 15.0 162898.0 171042.9 2565644.0 C For Full Collective control system, add as below. 1.0 For Lift travelling above First floor & up to Sixth floor Each 8.0 27340.0 28707.0 229656.0 13 Pax. Lift
58842740.0 Rated capacity :- 13 Passenger/884Kg Floors :- G+1 floor (2Stops/2 Landings) Travel :- 3 to 4.2 mtrs Location of Lift Machine:- MR Rated speed :- 1.0mps VS Car/Landing door clear opening of 900/1000 mm wide x 2000 mm high Clear Car size of ......mm wide x mm deep x 2250mm high Lift shaft available having clear size of 1900 mm wide x 2500 mm deep,1500 mm Pit depth, ………mm Overhead. Doors type :- COPO/TOPO Doors with frame having clear opening of 900/1000 mm wide x 2000 mm high made from SS 304 grade sheet of 1.5mm, thick in hairline finish for car and all landing doors with SS doorarchitraves/frames. Lift car enclosure made from SS 304 grade sheet of 1.5mm, thick with hairline finish with frame made from MS girders, bracing of adequate size with minimum safety factor of 5, with Toe Guard Apron, with necessary false ceiling with adequate LED lights, blower/fan for ventilation & SS chequered plate flooring, handrails, mirror, emergency light etc. COP with SS face plate having metallic push buttons with Braille Code & luminous indicator around button with FPI, scrolling UP/DN LED indicator & with/without attendant key switch, OWD with audio-visual alarm, VAS in Marathi, Hindi & English with intercom system with telephone instrument in Lift car, LMR & FCC/ground floor. Clear Car size of ......mm wide x ......mm deep x mm high LOP with SS face plate having recess/surface push button box for all landings with scrolling UP/DN LED indicator having metallic push buttons with Braille Code & luminous indicator around button with CPI, Lift car arrival & next travel direction audio-visual indication at all landings. Lift controller based on microprocessor/ PLC with VVVF Drive having closed loop control system, with IBMS compatible having necessary port. The controller shall have necessary protections such as overcurrent, overvoltage, over speed, overheat for all devices including lift motor and travel direction protection, protection for phase loss at input or output etc. various operation modes such as maintenance, change direction by attendant, full load bypass, VIP call operation, self levelling operation, call cancel facility, auto return to home landing, fireman evacuation operation, earthquake operation, door open/close operation from COP etc. The system can record information for minimum 30 latest faults, with real-time clock management and handheld keypad with LCD screen for view and setting of parameters. The control panel duly wired with proper size & strength, copper wire for power & control circuit, with provision for addition of floor/control card & allied accessories control panel having enclosure of 1.5mm CRCA sheet with powder coating with IP54 Protection class. ARD complete with necessary SMF VRLA batteries. Fireman controller having fireman switch at fire Landing. CCTV surveillance system comprises of 2nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for 60 days with 18\\" FHD TV monitor, to be kept in FCC/LMR as directed by Engineer In Charge. Lift Machine of Gearless PMSM of suitable kW with Traction pulley, OSG, electromagnetic brakes, entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves, suspension wire ropes/belts of adequate size & strength. Other mechanical parts such as 'T' section adequate size guide rails for car & counter weight with brackets fasteners, counter weight frame with necessary blocks, buffers with necessary support arrangement, MSpit ladder etc. erected with necessary steel work. Minor civil work for alteration if any and erection of door frames and accessories, erection buffers, erection of lift machinery, adequate size core cuts if required & scaffolding for erecting guide rails fixing of girders for mounting lift machine etc. complete as per specification no. LFT. Lift shaft available having clear size of ......mm wide x mm deep,......mm Pit depth, mm Overhead. Add On A For Lift travelling up to six floors or at a speed of 1.0 mps, add as below, 4.0 For Lift having 900mm wide x 2000mm high clear entrance in 1.5mm thick SS 304 grade solid(non-cladded) landing door [Two panel], this includes all necessary accessories like LOP's with UP/DN buttons-arrows-indicators, extension of guide rails, shaft wiring with trunking, travelling cables, main hoisting ropes/belts, & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of lift installation complete. Floor R.O 141837.0 148928.85 B For Full Collective control system, add as below. 1.0 For Lift travelling above First floor & up to Sixth floor Each R.O 27340.0 28707.0 13 Pax. Lift
58942021.0 Rated capacity :- 13 Passenger/884Kg Floors :- G+7 floor (8 Stops/8 Landings) Travel :- 21 to 29.4 mtrs Location of Lift Machine:- MR/MRL Rated speed :- 1.5 mps VS Car/Landing door clear opening of 900 mm wide x 2000 mm high Clear Car size of ......mm wide x mm deep x 2250mm high Lift shaft available having clear size of 1900 mm wide x 2500 mm deep,1500 mm Pit depth, ………mm Overhead. Doors type :- COPO/TOPO Doors with frame having clear opening of 900/1000 mm wide x 2000 mm high made from SS 304 grade sheet of 1.5mm, thick in hairline finish for car and all landing doors with SS doorarchitraves/frames. Lift car enclosure made from SS 304 grade sheet of 1.5mm, thick with hairline finish with frame made from MS girders, bracing of adequate size with minimum safety factor of 5, with Toe Guard Apron, with necessary false ceiling with adequate LED lights, blower/fan for ventilation & SS chequered plate flooring, handrails, mirror, emergency light etc. COP with SS face plate having metallic push buttons with Braille Code & luminous indicator around button with FPI, scrolling UP/DN LED indicator & with/without attendant key switch, OWD with audio-visual alarm, VAS in Marathi, Hindi & English with intercom system with telephone instrument in Lift car, LMR & FCC/ground floor. Clear Car size of ......mm wide x ......mm deep x mm high LOP with SS face plate having recess/surface push button box for all landings with scrolling UP/DN LED indicator having metallic push buttons with Braille Code & luminous indicator around button with CPI, Lift car arrival & next travel direction audio-visual indication at all landings. Lift controller based on microprocessor/ PLC with VVVF Drive having closed loop control system, with IBMS compatible having necessary port. The controller shall have necessary protections such as overcurrent, overvoltage, over speed, overheat for all devices including lift motor and travel direction protection, protection for phase loss at input or output etc. various operation modes such as maintenance, change direction by attendant, full load bypass, VIP call operation, self levelling operation, call cancel facility, auto return to home landing, fireman evacuation operation, earthquake operation, door open/close operation from COP etc. The system can record information for minimum 30 latest faults, with real-time clock management and handheld keypad with LCD screen for view and setting of parameters. The control panel duly wired with proper size & strength, copper wire for power & control circuit, with provision for addition of floor/control card & allied accessories control panel having enclosure of 1.5mm CRCA sheet with powder coating with IP54 Protection class. ARD complete with necessary SMF VRLA batteries. Fireman controller having fireman switch at fire Landing. CCTV surveillance system comprises of 2nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for 60 days with 18\\" FHD TV monitor, to be kept in FCC/LMR as directed by Engineer In Charge. Lift Machine of Gearless PMSM of suitable kW with Traction pulley, OSG, electromagnetic brakes, entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves, suspension wire ropes/belts of adequate size & strength. Other mechanical parts such as 'T' section adequate size guide rails for car & counter weight with brackets fasteners, counter weight frame with necessary blocks, buffers with necessary support arrangement, MSpit ladder etc. erected with necessary steel work. Minor civil work for alteration if any and erection of door frames and accessories, erection buffers, erection of lift machinery, adequate size core cuts if required & scaffolding for erecting guide rails fixing of girders for mounting lift machine etc. complete as per specification no. LFT. Lift shaft available having clear size of ......mm wide x mm deep,......mm Pit depth, mm Overhead. Add On A 1 For Lift travelling above seven floors & up to fifteen floors or at a speed of1.5 mps, add as below, For Lift having 900mm wide x 2000mm high clear entrance in 1.5mm thick SS 304 grade solid(non-cladded) landing door [Two panel], this includes all necessary accessories like LOP's with UP/DN buttons- arrows-indicators, extension of guide rails, shaft wiring with trunking, travelling cables, main hoisting ropes/belts, & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of liftinstallation complete. Floor 1.0 148207.0 155617.35 155617.0 10 Pax. Lift
59042740.0 Rated capacity :- 10 Passenger/680Kg Floors :- G+1 floor (2Stops/2 Landings) Travel :- 3 to 4.2 mtrs Location of Lift Machine:- MR Rated speed :- 1.0mps VS Car/Landing door clear opening of 800 mm wide x 2000 mm high Clear Car size of ......mm wide x mm deep x 2250mm high Lift shaft available having clear size of 1900 mm wide x 2500 mm deep,1500 mm Pit depth, ………mm Overhead. Doors type :- COPO/TOPO Doors with frame having clear opening of 900/1000 mm wide x 2000 mm high made from SS 304 grade sheet of 1.5mm, thick in hairline finish for car and all landing doors with SS doorarchitraves/frames. Lift car enclosure made from SS 304 grade sheet of 1.5mm, thick with hairline finish with frame made from MS girders, bracing of adequate size with minimum safety factor of 5, with Toe Guard Apron, with necessary false ceiling with adequate LED lights, blower/fan for ventilation & SS chequered plate flooring, handrails, mirror, emergency light etc. COP with SS face plate having metallic push buttons with Braille Code & luminous indicator around button with FPI, scrolling UP/DN LED indicator & with/without attendant key switch, OWD with audio-visual alarm, VAS in Marathi, Hindi & English with intercom system with telephone instrument in Lift car, LMR & FCC/ground floor. Clear Car size of ......mm wide x ......mm deep x mm high LOP with SS face plate having recess/surface push button box for all landings with scrolling UP/DN LED indicator having metallic push buttons with Braille Code & luminous indicator around button with CPI, Lift car arrival &next travel direction audio-visual indication at all landings. Lift controller based on microprocessor/ PLC with VVVF Drive having closed loop control system, with IBMS compatible having necessary port. The controller shall have necessary protections such as overcurrent, overvoltage, over speed, overheat for all devices including lift motor and travel direction protection, protection for phase loss at input or output etc. various operation modes such as maintenance, change direction by attendant, full load bypass, VIP call operation, self levelling operation, call cancel facility, auto return to home landing, fireman evacuation operation, earthquake operation, door open/close operation from COP etc. The system can record information for minimum 30 latest faults, with real-time clock management and handheld keypad with LCD screen for view and setting of parameters. The control panel duly wired with proper size & strength, copper wire for power & control circuit, with provision for addition of floor/control card & allied accessories control panel having enclosure of 1.5mm CRCA sheet with powder coating with IP54 Protection class. ARD complete with necessary SMF VRLA batteries. Fireman controller having fireman switch at fire Landing. CCTV surveillance system comprises of 2nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for 60 days with 18\\" FHD TV monitor, to be kept in FCC/LMR as directed by Engineer In Charge. Lift Machine of Gearless PMSM of suitable kW with Traction pulley, OSG, electromagnetic brakes, entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves, suspension wire ropes/belts of adequate size & strength. Other mechanical parts such as 'T' section adequate size guide rails for car & counter weight with brackets fasteners, counter weight frame with necessary blocks, buffers with necessary support arrangement, MSpit ladder etc. erected with necessary steel work. Minor civil work for alteration if any and erection of door frames and accessories, erection buffers, erection of lift machinery, adequate size core cuts if required & scaffolding for erecting guide rails fixing of girders for mounting lift machine etc. complete as per specification no. LFT. Lift shaft available having clear size of ......mm wide x mm deep,......mm Pit depth, mm Overhead. Add On A For Lift travelling up to six floors or at a speed of 1.0 mps, add as below, 4.0 For Lift having 800mm wide x 2000mm high clear entrance in 1.5mm thick SS 304 grade solid (non-cladded) landing door [Two panel], this includes all necessary accessories like LOP's with UP/DN buttons- arrows-indicators, extension of guide rails, shaft wiring with trunking, traveling cables, main hoisting ropes/belts, & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of lift installation complete. Floor R.O 137031.0 143882.55 B For Full Collective control system, add as below. 1.0 For Lift travelling above First floor & up to Sixth floor Each R.O 27340.0 28707.0 10 Pax. Lift
59142021.0 Rated capacity :- 10 Passenger/680 Kg Floors :- G+7 floor (8 Stops/8 Landings) Travel :- 21 to 29.4 mtrs Location of Lift Machine:- MR/MRL Rated speed :- 1.5 mps VS Car/Landing door clear opening of 800 mm wide x 2000 mm high Clear Car size of ......mm wide x mm deep x 2250mm high Lift shaft available having clear size of 1900 mm wide x 2500 mm deep, 1500 mm Pit depth, ………mm Overhead. Doors type :- COPO/TOPO Doors with frame having clear opening of 900/1000 mm wide x 2000 mm high made from SS 304 grade sheet of 1.5mm, thick in hairline finish for car and all landing doors with SS doorarchitraves/frames. Lift car enclosure made from SS 304 grade sheet of 1.5mm, thick with hairline finish with frame made from MS girders, bracing of adequate size with minimum safety factor of 5, with Toe Guard Apron, with necessary false ceiling with adequate LED lights, blower/fan for ventilation & SS chequered plate flooring, handrails, mirror, emergency light etc. COP with SS face plate having metallic push buttons with Braille Code & luminous indicator around button with FPI, scrolling UP/DN LED indicator & with/without attendant key switch, OWD with audio-visual alarm, VAS in Marathi, Hindi & English with intercom system with telephone instrument in Lift car, LMR & FCC/ground floor. Clear Car size of ......mm wide x ......mm deep x mm high LOP with SS face plate having recess/surface push button box for all landings with scrolling UP/DN LED indicator having metallic push buttons with Braille Code & luminous indicator around button with CPI, Lift car arrival & next travel direction audio-visual indication at all landings. Lift controller based on microprocessor/ PLC with VVVF Drive having closed loop control system, with IBMS compatible having necessary port. The controller shall have necessary protections such as overcurrent, overvoltage, over speed, overheat for all devices including lift motor and travel direction protection, protection for phase loss at input or output etc. various operation modes such as maintenance, change direction by attendant, full load bypass, VIP call operation, self levelling operation, call cancel facility, auto return to home landing, fireman evacuation operation, earthquake operation, door open/close operation from COP etc. The system can record information for minimum 30 latest faults, with real-time clock management and handheld keypad with LCD screen for view and setting of parameters. The control panel duly wired with proper size & strength, copper wire for power & control circuit, with provision for addition of floor/control card & allied accessories control panel having enclosure of 1.5mm CRCA sheet with powder coating with IP54 Protection class. ARD complete with necessary SMF VRLA batteries. Fireman controller having fireman switch at fire Landing. CCTV surveillance system comprises of 2nos minimum 2.0MP FHD IP based vandal proof Dome camera in lift car & in LMR/inside lift shaft top aimed on Lift machinery & controller with NVR kept in LMR/FCC with HDR data backup for 60 days with 18\\" FHD TV monitor, to be kept in FCC/LMR as directed by Engineer In Charge. Lift Machine of Gearless PMSM of suitable kW with Traction pulley, OSG, electromagnetic brakes, entire assembly mounted on adequate size girders duly fixed on LMR floor/ shaft walls complete with main/diverter traction sheaves, suspension wire ropes/belts of adequate size & strength. Other mechanical parts such as 'T' section adequate size guide rails for car & counter weight with brackets fasteners, counter weight frame with necessary blocks, buffers with necessary support arrangement, MSpit ladder etc. erected with necessary steel work. Minor civil work for alteration if any and erection of door frames and accessories, erection buffers, erection of lift machinery, adequate size core cuts if required & scaffolding for erecting guide rails fixing of girders for mounting lift machine etc. complete as per specification no. LFT. Lift shaft available having clear size of ......mm wide x mm deep,......mm Pit depth, mm Overhead. Add On A 1 For Lift travelling above seven floors & up to fifteen floors or at a speed of 1.5 mps, add as below, For Lift having 800mm wide x 2000mm high clear entrance in 1.5mm thick SS 304 grade solid(non-cladded) landing door [Two panel], this includes all necessary accessories like LOP's with UP/DN buttons- arrows-indicators, extension of guide rails, shaft wiring with trunking, travelling cables, main hoisting ropes/belts, & OSG rope landing doors with all accessories etc. necessary for the normal safe functioning of liftinstallation complete. Floor 6.0 143188.0 150347.4 902084.0
592 Sub-Total Internal & External Electrical Works 330004523.0 330004523.0 HVAC WORKS
593MR Indicate for all chillers port charges, port handling charges, other local duties, loading, transportation/insurance upto site, octroi charges and all other taxes and incidentals complete till delivered at site.Customs duty and countervailing duty for the above imported equipment.Receiving at site above imported equipment, unloading, storing, handling hoisting, installing in position, effecting connections, anchoring, grouting testing and commissioning above equipment including supplying& installing all necessary indigenous accessories as required to complete the installation.
594MR MR Chemical Dozing System Suitable for Cooling Tower specified above Set R.O 1801767.0 1801767.0 23 0.0
595MR levels shall not exceed 70 dba at 1mtr distance.All AHU shall comply to ISO9001 , ISO 14001 certification.AHU casing shall shall comply as per PN‐EN 1886 standard and PN ‐ EN 13053 standards.Ahu casing shall shall comply minimum D1 standard for Mechanical strength as per EN 1886 standardThermal bridge factor shall be minimum TB2 as per EN 1886 standard AHU Static Pr. Coil CapacityCFM 40 / 65 mm of WC a MR 800 CFM 2.0 TR Each. R.O 56463.0 56463.0 23 a MR 1100 CFM 2.0 TR Each. R.O 52529.0 52529.0 23 a MR 2400 CFM 2.0 TR Each. R.O 99330.0 99330.0 23 a MR 1100 CFM 3.0 TR Each. R.O 51828.0 51828.0 23 a MR 1200 CFM 3.0 TR Each. R.O 74724.0 74724.0 23 a MR 1500 CFM 3.0 TR Each. R.O 76028.0 76028.0 23 a MR 1600 CFM 3.0 TR Each. R.O 72937.0 72937.0 23 a MR 2700 CFM 3.0 TR Each. R.O 114192.0 114192.0 23 a MR 1600 CFM 4.0. TR Each. R.O 101484.0 101484.0 23 a MR 2000 CFM 4.0 TR Each. R.O 95842.0 95842.0 23 a MR 2000CFM 5.0. TR Each. R.O 110907.0 110907.0 23 a MR 2200 CFM 5.0 TR Each. R.O 100728.0 100728.0 23 a MR 2500 CFM 5.0 TR Each. R.O 102176.0 102176.0 23 a MR 2400 CFM 6.0. TR Each. R.O 112454.0 112454.0 23 a MR 2800 CFM 7.0 TR Each. R.O 145968.0 145968.0 23 a MR 3500CFM 7.0. TR Each. R.O 152219.0 152219.0 23 Supply,installation,testing & commissioning of factory fabricated Double Skinned AHU horizontal / vertical / double Decker Construction out of extruded al.section with 0.8 mm pre‐Coated sheet outside & 0.8 mm plain SSsheet inside with Plug type fan with fan section 43 mm thick CFC free PU panels with 38 kg/cum density,cooling coil with coil section, prefilter section with non woven synthetic media of 10 µ particle size with an efficiency of 90% , fine filter section with 5 µThe AHU shall be insulated with 43mm thick fire retardent PU foam & thermal break.The motor & fan assembly shall be mounted on al.extruded section only.The motor shall class F insulation suitable to run with VFD. The fan motor assembly shall be factory assembled and duly balanced for smooth operation.Drain pan shall be 22G stainless steel . ALL units shall be supplied with VFDs and Suitable Starter Panel with VFD bypass arrangement and Cabling between Panel and AHU. The complete AHU shall be conform to standard specification & Schedule of equipment .The capacity of AHU shall be as follows.All AHU shall comply to ISO9001 , ISO 14001 certification. Noise levels shall not exceed 70 dba at 1 mtr distance.AHU casing shall shall comply as per PN‐EN 1886 standard and PN ‐ EN 13053 standards.Ahu casing shall shall comply minimum D1 standard for 23
596MR MR 3200 CFM 65mm 8TR Each. 1.0 145469.0 145469.0 145469.0 23 MR 4000 CFM 65mm 10TR Each. 1.0 165643.0 165643.0 165643.0 23 MR 5000 CFM 65mm 15TR Each. R.O 315212.0 315212.0 23
597MR Ahu casing shall shall comply minimum D1 standard for Mechanical strength as per EN 1886 standard. The units shall be internally pre‐fitted with a UVGI system for IAQ improvent with quartz glass UV lamps, suitable for 253.7 nm wavelength, with all its components, frame, electronic ballast built‐in, adequately positoned to prevent exposure during operation.Thermal bridge factor shall be minimum TB2 as per EN 1886 standardThe face velocity across cooling/heating coil,filters should not exceed 152meters per minute. Hepa filters shall be installed at terminals in the supply air laminar flow plenum.AHU Static CoolingCap. Pr. Coil Capacity CFM mm of WC 23 MR 3400 CFM 125mm 20TR Each. 1.0 442574.0 442574.0 442574.0 23 MR 3500 CFM 125mm 22TR Each. 1.0 434022.0 434022.0 434022.0 23 MR 3500 CFM 125mm 23TR Each. 1.0 610566.0 610566.0 610566.0 23 MR 3700 CFM 125mm 24TR Each. 1.0 575682.0 575682.0 575682.0 23 MR 4800 CFM 125mm 30TR Each. 1.0 670794.0 670794.0 670794.0 23 MR 5300 CFM 125mm 34TR Each. 1.0 581872.0 581872.0 581872.0 23 MR 6500 CFM 125mm 40TR Each. 1.0 709063.0 709063.0 709063.0 23
598MR MR 1.5 TR 600 CFM Each. 1.0 32147.0 32147.0 32147.0 23 MR 2.0 TR 800 CFM Each. 1.0 37994.0 37994.0 37994.0 23 MR 2.5 TR 1000 CFM Each. 1.0 41081.0 41081.0 41081.0 23
599MR MR 1.5 TR 600 CFM Each. 1.0 39896.0 39896.0 39896.0 23 MR 2.0 TR 800 CFM Each. 1.0 58397.0 58397.0 58397.0 23 MR 2.5 TR 1000 CFM Each. 1.0 53962.0 53962.0 53962.0 23 23 4828941.0 23
600MR MR 32 mm dia (2‐way Valve) Each. R.O 20317.0 20317.0 23 MR 40 mm dia (2‐way Valve) Each. R.O 37263.0 37263.0 23 MR 50 mm dia (2‐way Valve) Each. R.O 41361.0 41361.0 23 MR 65 mm dia (2‐way Valve) Each. R.O 63855.0 63855.0 23 MR 80 mm dia (2‐way Valve) Each. R.O 81268.0 81268.0 23 23
601MR 450mm dia. Per RMt 1.0 18046.0 18046.0 18046.0 23 400mm dia. Per RMt 1.0 19177.0 19177.0 19177.0 23 MR 350mm dia. Per RMt 1.0 10589.0 10589.0 10589.0 23 MR 300mm dia Per RMt 1.0 9694.0 9694.0 9694.0 23 MR 250mm dia. Per RMt 1.0 8576.0 8576.0 8576.0 23 MR 200mm dia. Per RMt 1.0 6463.0 6463.0 6463.0 23 MR 150mm dia. Per RMt 1.0 4723.0 4723.0 4723.0 23 MR 125mm dia. Per RMt 1.0 3977.0 3977.0 3977.0 23 MR 100mm dia. Per RMt 1.0 3232.0 3232.0 3232.0 23 MR 80mm dia. Per RMt 1.0 2238.0 2238.0 2238.0 23 MR 65mm dia. Per RMt 1.0 1740.0 1740.0 1740.0 23 MR 50mm dia. Per RMt 1.0 1616.0 1616.0 1616.0 23 MR 40mm dia. Per RMt 1.0 1069.0 1069.0 1069.0 23 MR 32 mm dia Per RMt 1.0 933.0 933.0 933.0 23 MR 25 mm dia Per RMt 1.0 858.0 858.0 858.0 23
602MR MR 250mm dia. Each. R.O 91627.0 91627.0 23 MR 200mm dia. Each. R.O 70083.0 70083.0 23 MR 150mm dia. Each. R.O 54331.0 54331.0 23 MR 125mm dia. Each. R.O 53865.0 53865.0 23
603MR MR 80mm dia. Each. R.O 4379.0 4379.0 23 MR 65mm dia. Each. R.O 4078.0 4078.0 23 MR 50mm dia. Each. R.O 3758.0 3758.0 23 MR 40mm dia. Each. R.O 3471.0 3471.0 23 MR 32mm dia. Each. R.O 3383.0 3383.0 23 MR 25mm dia. Each. R.O 1755.0 1755.0 23
604MR MR 250mm dia. Each. R.O 68355.0 68355.0 23 MR 200 mm dia Each. R.O 72083.0 72083.0 23 MR 80 mm dia Each. R.O 14914.0 14914.0 23 MR 65 mm dia Each. R.O 10689.0 10689.0 23 MR 50 mm dia Each. R.O 9446.0 9446.0 23 MR 40 mm dia Each. R.O 6090.0 6090.0 23 MR 32 mm dia Each. R.O 4599.0 4599.0 23
605MR MR 200 mmdia Each R.O 13671.0 13671.0 23 MR 250 mmdia Each R.O 22992.0 22992.0 23 MR 350 mmdia Each R.O 22992.0 22992.0 23
606MR 250mm dia. Each. R.O 36042.0 36042.0 23 MR 200mm dia. Each. R.O 22371.0 22371.0 23 MR 100mm dia. Each. R.O 10689.0 10689.0 23 MR 80mm dia. Each. R.O 8700.0 8700.0 23 MR 65mm dia. Each. R.O 6339.0 6339.0 23 MR 50mm dia. Each. R.O 4972.0 4972.0 23 MR 40mm dia. Each. R.O 4723.0 4723.0 23 MR 32mm dia. Each. R.O 3977.0 3977.0 23 MR 25mm dia. Each. R.O 3480.0 3480.0 23
607MR MR 350 mm dia. Per RMt 1.0 5220.0 5220.0 5220.0 23 MR 200 mm dia. Per RMt 1.0 3853.0 3853.0 3853.0 23 MR 150 mm dia. Per RMt 1.0 2610.0 2610.0 2610.0 23
608MR MR 40 mm dia pipe Per RMt 1.0 361.0 361.0 361.0 23 MR 32 mm dia pipe Per RMt 1.0 274.0 274.0 274.0 23 MR 25 mm dia pipe Per RMt 1.0 199.0 199.0 199.0 23
609MR 23
610MR MR Thickness 0.80 mm sheet 120 GSM Per SMt 1.0 1231.0 1231.0 1231.0 23 MR Thickness 1.00 mm sheet 120 GSM Per SMt 1.0 1368.0 1368.0 1368.0 23 MR Thickness 1.25 mm sheet 120 GSM Per SMt 1.0 1740.0 1740.0 1740.0 23
611MR MR Thickness 0.80 mm sheet 120 GSM Per SMt 1.0 1181.0 1181.0 1181.0 23 MR Thickness 1.00 mm sheet 120 GSM Per SMt 1.0 1368.0 1368.0 1368.0 23 MR Thickness 1.25 mm sheet 120 GSM Per SMt 1.0 1740.0 1740.0 1740.0 23
612MR MR Thickness 0.80 mm sheet 120 GSM Per SMt 1.0 1368.0 1368.0 1368.0 23 MR Thickness 1.00 mm sheet 120 GSM Per SMt 1.0 1616.0 1616.0 1616.0 23 MR Thickness 1.25 mm sheet 120 GSM Per SMt 1.0 1865.0 1865.0 1865.0 23
613MR MR Supplying, fixing testing commissioning of aluminium volume control dampers with anti smudge ring & removable / fix core. Per SMt 1.0 9322.0 9322.0 9322.0 23
614MR MR 19 mm thick Per SMt 1.0 734.0 734.0 734.0 23
615MR 23
616MR MR 4C x 4 Sqmm Copper Cable ( For Fire Pressurization Fans) Per RMt 1.0 402.0 402.0 402.0 23
617MR MR 100 CFM Each R.O 4723.0 4723.0 23 MR 150 CFM Each R.O 5220.0 5220.0 23 MR 200 CFM Each R.O 5966.0 5966.0 23 MR 300 CFM Each R.O 7333.0 7333.0 23 MR 350 CFM Each R.O 8576.0 8576.0 23 MR 400 CFM Each R.O 8514.0 8514.0 23 MR 450 CFM Each R.O 8514.0 8514.0 23 MR 500 CFM Each R.O 8514.0 8514.0 23 MR 600 CFM Each R.O 11807.0 11807.0 23 MR 650 CFM Each R.O 11807.0 11807.0 23 MR 700 CFM Each R.O 13646.0 13646.0 23 MR 800 CFM Each R.O 14293.0 14293.0 23 MR 900 CFM Each R.O 15536.0 15536.0 23 MR 1000 CFM Each R.O 16716.0 16716.0 23 MR 1200 CFM Each R.O 19388.0 19388.0 23 MR 1300 CFM Each R.O 18096.0 18096.0 23 MR 1800 CFM Each R.O 26721.0 26721.0 23 MR 2000 CFM Each R.O 30611.0 30611.0 23
618MR MR 150 CFM ( 12 mm static pressure) Each R.O 4910.0 4910.0 23 MR 200 CFM ( 12 mm static pressure) Each R.O 6090.0 6090.0 23
619MR MR 900 CFM ( 25 mm static pressure) Each R.O 63384.0 63384.0 23
620MR MR 600 CFM (20 MM STATIC PRESSURE) Each R.O 9819.0 9819.0 23 MR 800 CFM (20 MM STATIC PRESSURE) Each R.O 10564.0 10564.0 23 MR 1200 CFM (20 MM STATIC PRESSURE) Each R.O 15536.0 15536.0 23 MR 1800 CFM (20 MM STATIC PRESSURE) Each R.O 18021.0 18021.0 23 MR 2500 CFM (20 MM STATIC PRESSURE) Each R.O 19388.0 19388.0 23 MR 4500 CFM (20 MM STATIC PRESSURE) Each R.O 51701.0 51701.0 23 MR 5000 CFM (20 MM STATIC PRESSURE) Each R.O 61519.0 61519.0 23 MR 7000 CFM (20 MM STATIC PRESSURE) Each R.O 84263.0 84263.0 23 MR 8000 CFM (20 MM STATIC PRESSURE) Each R.O 93211.0 93211.0 23 MR 9000 CFM (20 MM STATIC PRESSURE) Each R.O 128258.0 128258.0 23 MR 10000 CFM (20 MM STATIC PRESSURE) Each R.O 134223.0 134223.0 23 MR 10500 CFM (20 MM STATIC PRESSURE) Each R.O 138449.0 138449.0 23 MR 13000 CFM (20 MM STATIC PRESSURE) Each R.O 152866.0 152866.0 23 MR 16000 CFM (20 MM STATIC PRESSURE) Each R.O 180207.0 180207.0 23 MR 17000 CFM (20 MM STATIC PRESSURE) Each R.O 192635.0 192635.0 23
621MR MR 500 CFM (20 MM STATIC PRESSURE) Each R.O 8576.0 8576.0 23 MR 700 CFM (20 MM STATIC PRESSURE) Each R.O 12180.0 12180.0 23 MR 1000 CFM (20 MM STATIC PRESSURE) Each R.O 13671.0 13671.0 23 MR 1600 CFM (20 MM STATIC PRESSURE) Each R.O 26099.0 26099.0 23 MR 2200 CFM (20 MM STATIC PRESSURE) Each R.O 36042.0 36042.0 23 MR 2500 CFM (20 MM STATIC PRESSURE) Each R.O 37036.0 37036.0 23 MR 4000 CFM (20 MM STATIC PRESSURE) Each R.O 38527.0 38527.0 23 MR 4500 CFM (20 MM STATIC PRESSURE) Each R.O 68355.0 68355.0 23 MR 7000 CFM (20 MM STATIC PRESSURE) Each R.O 72083.0 72083.0 23 MR 9000 CFM (20 MM STATIC PRESSURE) Each R.O 123977.0 123977.0 23 MR 10500 CFM (20 MM STATIC PRESSURE) Each R.O 168468.0 168468.0 23 MR 11000 CFM (20 MM STATIC PRESSURE) Each R.O 179188.0 179188.0 23 MR 12000 CFM (20 MM STATIC PRESSURE) Each R.O 188190.0 188190.0 23 MR 15000 CFM (20 MM STATIC PRESSURE) Each R.O 205160.0 205160.0 23 MR 16000 CFM (20 MM STATIC PRESSURE) Each R.O 252574.0 252574.0 23
622MR MR 30000 cfm for corridor Each R.O 616388.0 616388.0 23 8000 cfm for corridor Each 1.0 155405.0 155405.0 155405.0 23 6000 cfm for corridor Each 1.0 116547.0 116547.0 116547.0 23 5000 cfm for corridor Each 1.0 97128.0 97128.0 97128.0 23 4000 cfm for corridor Each 1.0 77698.0 77698.0 77698.0 23
623MR Evaporative Air Cooling Units (Air wahser) :‐The Evaporative cooling unit shall be of double skin construction draw through / Blow through type comprising of various sections such as filter section, humidification section, fabricated supply air fan section factory.All sections shaould comply to weather‐ proof construction. 23 Blower section 23 The blower section of the unit will consist of Backward Curved DIDW fan and motor assembly mounted on a common base frame. The fan will be Nicotra / Comefri/Humidin / Punker / Kruger Make. The Fan Wheel shall be fabricated from heavy gauge steel with antirust coating.The fan shall be selected for a noise level less than 75 dBA. At a distance of 2 meter from unit casing. 23 1.0 Humidin / Punker / Kruger The impeller shall be statically and dynamically balanced to G 6.3 as per ISO 1940. Fan and motor shall be mounted on a heavy gauge sheet metal fabricated structure and extruded aluminum base mounted inside the housing on anti‐vibration mounts. 23 The fan Suction shall be connected to casing with the help of fire retardant material acting as a flexible connection for anti‐vibration. 23 Housing / casing 23 The housing / casing of evaporative unit shall be of double skin construction. The framework shall be of extruded aluminum hollow sections. All the frame shall be assembled using pressure die cast aluminum joints to make a sturdy, strong and self–supporting framework for various sections. 23 Double skin panel shall have 25 mm thickness with outer skin made of 0.6 mm thick pre coated sheeted GSS and 0.6 mm thick pre coated sheeted GSS inside with PUF insulation injected in between. These panels shall be screwed on to the framework with soft rubber gasket fixed in built in groove of aluminum frame in between to make the joints airtight. 23
624MR Motor Drive 23 Fan motors shall be suitable for 415 ± 10 % volts, 50 ± 5 % Hz, Class F insulation with B class temperature rise, continuous duty, horizontal foot mounted, with 6 terminals for cable termination, 3 phase, squirrel cage, totally enclosed fan cooled with IP 55 protection.Motor shall be especially designed for quiet operation and motor speed shall not exceed 1,500 RPM. 23 Wet Cell Deck Humidifier 23 Wet Cell deck humidifier pads shall be of cellulose paper minimum 300 mm deep to provide at least 90 % saturation efficiency at 2.54 MPS or less air face velocity. The pads shall be housed in a galvanized steel casing complete with water distribution plate, interconnecting heavy duty PVC pipes between pump and distribution header. 23 Multipass (Minimum 4 pass) mist eliminator made from extruded Polymer profile with serration / kinks to catch fine water particles duly mounted in frame made of GI sheet of adequate thickness, shall be provided after the Cell deck network. 23 Sump Tray 23 Drain pan shall be constructed of 1.6 mm thick stainless steel (SS 304 Grade) with necessary slope to facilitate fast removal of drain water. It must be not less than 900 mm or half of the height of water spraying device whichever is higher and 300 mm depth or more as required. 23 The width would be based on unit size. The tray should be provided with makeup water with float valve, quick fill with isolation valve, drain connection with an isolation valve and an over flow connection – this connections should be of suitable size but not less than 25 mm. 23 Water Circulating pump 23 Water circulating pumps shall be of self priming Monoblock type. The suction portion shall be at the bottom with proper seal arrangement to directly pick up water from the stainless steel drain pan. 23 The pump shall be suitable to operate at 240 ± 10 % Volt, 50 ± 5 % Hz, single phase AC power supply. The interconnecting piping shall of PVC of 5 Kg / Sq. Cm rating duly connected with appropriate sealant. 23 Necessary water bleeding arrangements shall be incorporated with separate drain connection provided in the stainless steel drain pan to bleed small percentage of total circulated water in order to ensure compulsory water change over during system operation. 23 Fresh Air Intakes 23 Each unit shall be provided with Fresh air intakes louvers in G. I. construction with 10 microns filter having synthetic nonwoven media with aluminum frame. Filter frame shall be Flange type rust proof and corrosion resistant. Filter face velocity shall not exceed 500 FPM. 23 Damper 23 Dampers shall be opposed blade aerofoil type. The blade and frame shall be made out of extruded aluminum and complete with suitable locking device having identified for open and close position. Dampers shall be in ‘‘Low‐Leak” construction with all accessories. 23 All the electrical components like motors, junction box etc shall confirm to weather proof construction. 23 12000 CFM / TSP : 65mm of WC Static Pressure 23 Wet Type Scrubber System ( Exhaust Air from 23 The Evaporative cooling unit shall be of double skin construction draw through / Blow through type comprising of various sections such as filter section, humidification section, fabricated supply air fan section factory.All sections should comply to weather‐ proof construction. 23 Blower section 23 The blower section of the unit will consist of Backward Curved DIDW fan and motor assembly mounted on a common base frame. The fan will be Nicotra / Comefri /Humidin / Punker / Kruger Make. The Fan Wheel shall be fabricated from heavy gauge steel with antirust coating.The fan shall be selected for a noise level less than 75 dBA. At a distance of 2 meter from unit casing. 23 1.0 Nicotra / Comefri /Humidin / Punker / Kruger The impeller shall be statically and dynamically balanced to G 6.3 as per ISO 1940. Fan and motor shall be mounted on a heavy gauge sheet metal fabricated structure and extruded aluminum base mounted inside the housing on anti‐vibration mounts. 23 The fan Suction shall be connected to casing with the help of fire retardant material acting as a flexible connection for anti‐vibration. 23 Housing / casing 23 The housing / casing of evaporative unit shall be of double skin construction. The framework shall be of extruded aluminum hollow sections. All the frame shall be assembled using pressure die cast aluminum joints to make a sturdy, strong and self–supporting framework for various sections. 23 Double skin panel shall have 25 mm thickness with outer skin made of 0.6 mm thick pre coated sheeted GSS and 0.6 mm thick pre coated sheeted GSS inside with PUF insulation injected in between. These panels shall be screwed on to the framework with soft rubber gasket fixed in built in groove of aluminum frame in between to make the joints airtight. 23 Framework for each section shall be joined together with soft rubber gasket in between to make the joints airtight. Suitable airtight access doors / panels with nylon hinges and locks shall be provided for access to various sections for maintenance. The entire housing shall be mounted on 2 mm thick GSS channel framework. 23 Motor Drive 23
625MR This section shall have arrangement of water spray nozzles in two banks, to form mist by atomizing the water. The spray system shall be installed in the section with a stainless steel 304 pan having minimum 1,900 mm length or half of the height of water spraying device whichever is higher and 300 mm deep to provide in which will hold the water necessary for the spray, and also collect the excess water falling down from the nozzles. The width would be based on unit size. The tray should be provided with makeup water with float valve, quick fill with isolation valve, drain connection with an isolation valve and an over flow connection – this connections should be of suitable size but not less than 25 mm 23 The face velocity across spray section shall be kept between 500 to 650 FPM as mentioned. Multipass (Minimum 4 pass) mist eliminator made from extruded Polymer profile with serration / kinks to catch fine water particles duly mounted in frame made of GI sheet of adequate thickness, shall be provided after the Cell deck network. 23 Spray piping shall be constructed out of G.I. or rigid PVC pipes and nozzles shall be of polymer or brass. The entire water heading shall be designed in such a way that no water spills in to the blower section or filter section of the unit. 23 Sump Tray 23 Drain pan shall be constructed of 1.6 mm thick stainless steel (SS 304 Grade) with necessary slope to facilitate fast removal of drain water. It must be not less than 900 mm or half of the height of water spraying device whichever is higher and 300 mm depth or more as required. 23 The width would be based on unit size. The tray should be provided with makeup water with float valve, quick fill with isolation valve, drain connection with an isolation valve and an over flow connection – this connections should be of suitable size but not less than 25 mm. 23 Water Circulating pump 23 The humidifier section shall be complete with monoblock / vertical inline / submersible type water circulation pump for the spray. The suction portion shall be at the bottom with proper seal arrangement to directly pick up water from the stainless steel drain pan. The pump shall be suitable to operate at 415 ± 10% Volt, 50 ± 5 % Hz, three phase AC power supply 23 Necessary water bleeding arrangements shall be incorporated with separate drain connection provided in the stainless steel drain pan to bleed small percentage of total circulated water in order to ensure compulsory water change over during system operation. 23 Fresh Air Intakes 23 Each unit shall be provided with Fresh air intakes louvers in G. I. construction with 10 microns filter having synthetic nonwoven media with aluminum frame. Filter frame shall be Flange type rust proof and corrosion resistant. Filter face velocity shall not exceed 500 FPM. 23 Damper 23 Dampers shall be opposed blade aerofoil type. The blade and frame shall be made out of extruded aluminum and complete with suitable locking device having identified for open and close position. Dampers shall be in ‘‘Low‐Leak” construction with all accessories. 23 All the electrical components like motors, junction box etc shall confirm to weather proof construction. 23 14000 CFM / TSP : 80mm of WC Static Pressure 23
626MR MCC FOR VFD DRIVEN AHU WITH TWIN MOTOR.Supply installation, testing and commissioning of the following cubicle type, dead front, sheet steel, wall mounted control panels including anchoring into the wall, wiring, incoming, earthing & terminating into MCCB in each panel.All internal wiring power cabling and copper earthing of air handling unit motors from the panel shall be included.All outgoing shall be provided with Stop / Manual/Auto selector switch to facilitate operation through BAS. All starters shall be provided with potential free Contact for Connections to Building Automation System.The panel shall include the following components and accessories.Suitable rating Incoming MCCB for 2 nos fan motors as per the ratings given below, MCCB shall be suitable for motor duty and able to withstand fault level of 20 KA. VFD starter as outgoing for each fan motor as per KW ratings 23
627MR Change Over SwitchThermostat to be provided on Return Air Filter with Display integrated with VFDControl panel suitable forfan motors as under. 13000 CFM 100 mm 28 TR 23 MR 3400 CFM 125mm 20TR Each. 1.0 207316.0 207316.0 207316.0 23 MR 3500 CFM 125mm 22TR Each. 1.0 337623.0 337623.0 337623.0 23 MR 3500 CFM 125mm 23TR Each. 1.0 365142.0 365142.0 365142.0 23 MR 3700 CFM 125mm 24TR Each. 1.0 383488.0 383488.0 383488.0 23 MR 4800 CFM 125mm 30TR Each. 1.0 484349.0 484349.0 484349.0 23 MR 5300 CFM 125mm 34TR Each. 1.0 566908.0 566908.0 566908.0 23 MR 6500 CFM 125mm 40TR Each. 1.0 747621.0 747621.0 747621.0 23 MR 3200 CFM 65mm 8TR Each. 1.0 115270.0 115270.0 115270.0 23 MR 4000 CFM 65mm 10TR Each. 1.0 99531.0 99531.0 99531.0 23 MR 5000 CFM 65mm 15TR Each. 1.0 115270.0 115270.0 115270.0 23 MR 800 CFM 40 mm 2.0 TR Each. 1.0 27199.0 27199.0 27199.0 23 MR 1100 CFM 40 mm 2.0 TR Each. 1.0 29951.0 29951.0 29951.0 23 MR 2400 CFM 40 mm 2.0 TR Each. 1.0 44629.0 44629.0 44629.0 23 MR 1100 CFM 40 mm 3.0 TR Each. 1.0 37817.0 37817.0 37817.0 23 MR 1200 CFM 40 mm 3.0 TR Each. 1.0 42399.0 42399.0 42399.0 23 MR 1500 CFM 40 mm 3.0 TR Each. 1.0 45822.0 45822.0 45822.0 23 MR 1600 CFM 40 mm 3.0 TR Each. 1.0 47757.0 47757.0 47757.0 23 MR 2700 CFM 40 mm 3.0 TR Each. 1.0 51876.0 51876.0 51876.0 23 MR 1600 CFM 40 mm 4.0. TR Each. 1.0 53426.0 53426.0 53426.0 23 MR 2000 CFM 40 mm 4.0 TR Each. 1.0 47757.0 47757.0 47757.0 23 MR 2000CFM 40 mm 5.0. TR Each. 1.0 58618.0 58618.0 58618.0 23 MR 2200 CFM 40 mm 5.0 TR Each. 1.0 60681.0 60681.0 60681.0 23 MR 2500 CFM 40 mm 5.0 TR Each. 1.0 53426.0 53426.0 53426.0 23 MR 2400 CFM 40 mm 6.0. TR Each. 1.0 67844.0 67844.0 67844.0 23 MR 2800 CFM 40 mm 7.0 TR Each. 1.0 80694.0 80694.0 80694.0 23 MR 3500CFM 40 mm 7.0. TR Each. 1.0 91330.0 91330.0 91330.0 23 23
628MR MR Supply, installation, testing and commissioning of the following integrated cubicle type dead front extensible sheet steel control panel, anchoring of panel to foundation. The panel shall be suitable for 415Volts/3Ph/50Hz as per IS 8623, partial type tested assembly.Quoted price shall also include Rubber mats etc. The panel shall have separate compartment for bus bar and cable alleys. The following components and accessories shall be mounted within each control panel as per IS 8623 partial type tested assembly. 23 INCOMER : 23 2 set of 1650 Amps Electrically operated draw out type 4 pole ACB with 6 NO & 6 NC contacts and complete with the following 23 0‐500 Volts digital type Ammeter with selector switch 23 0‐1650 Amps digital type Ammeter 23 CTs and selector switches. 23 Overvoltage tripping mechanism for persistent voltage exceeding 110% of the rated voltage for more than 5 minutes 23 CT operated over current and earth fault relay(IDMT) with CTs 23 1650/5A SP 10 protection class VA burden 23 Phase indicating Lamps with toggle switches and control fuses. 23 Bus Bars : 23 copper Bus bar with heat shrinkable sleeves rated at 3200 Amps for 3 ph and neutral phase. Bus bar shall have maximum current density of 0.8amps/mm2 and the neutral phase bar of not less than 50% capacity 23 Bus Coupler : 23 1 set of 3200 Amps Electrically operated draw out type 4 pole ACB with 6 NO & 6 NC contacts and complete with the following 23 23 Outgoing: 23 4 nos1000 Amps ELECTRONIC RELEASE FP MCCB(50KA)with neutral link for 300 TR water cooled chilling machine compressor motor. The compartment shall contain CT operated ammeter of 0‐630 Amps range with selector switch and indicating lamps with fuse and toggle switch for ON and Trip status of motor.(one spare) 23 4 nos. 100 Amps contactor with TP MCCB 63 A(50KA) with neutral link and VFD Panel as per Space and details and all accessories for primary chilled water pump motor. The compartment shall contain CT operated ammeter of 0‐63 Amps range with selector switch and indicating lamps with fuse and toggle switch for ON and Trip status of motor.(one spare) 23 4 nos. 125 Amps contactor with TP MCCB 100 A(50KA) with neutral link and VFD Panel as per Space and details and all accessories outgoing feeders for secondrey water pump motor. The compartment shall contain CT operated ammeter of 0‐150 Amps range with selector switch and indicating lamps with fuse and toggle switch for ON and Trip status of motor.(one spare) 23 4 nos. 125 Amps contactor with TP MCCB 100 A(50KA) with neutral link and VFD Panel as per Space and details and all accessories outgoing feeders for condenser water pump motor. The compartment shall contain CT operated ammeter of 0‐150 Amps range with selector switch and indicating lamps with fuse and toggle switch for ON and Trip status of motor.(one spare) Set 1.0 4246296.0 4246296.0 4246296.0 23 23 23 23 Control Panel in Air Handling Units: 23 23 MR Supply,installation,testing and commissioning of the following cubicle type openable front ,sheet steel wall mounted control panels sleeve type Al. bus bar including anchoring into the wall.These panels shall be complete in all respects as per the drawings and the specifications.The panel shall include the following accessories : 23 MCCB as per rating given below. 23 Terminal block for power distribution. 23 Single Phase Preventor. 23 Phase indicating lights and indicating lights forON/TRIP status 23 Digital type Ammeter and suitable size CT and selectorswitche. 23 Time delay relay for automatic restart of AHUs motors. 23 Auto/Manual stop selector switch shall be provided in each AHU Panel.The same should provide potential free contact for position monitoring to BMS system. 23 All starters shall have suitable potential free contacts 23 Wiring for microswitch for stopping the fan when fire dampers closes.(Approved Make: spc electrotech/ abb/general electric 23 1.0 spc electrotech/ abb/general The number of AHU panel shall be as detailed below : 23 23 MR 16 amps TP MCB with 1 No.1.5/2/3 HP DOL Starter for AHU EA 1.0 25961.0 25961.0 25961.0 23 MR 25 amps TP MCB with 1 No.5.0 HP DOL Starter for AHU EA 1.0 29538.0 29538.0 29538.0 23 MR 25 amps TP MCCB with 1 No.7.5 HP DOL Starter for AHU EA 1.0 36602.0 36602.0 36602.0 23 MR 25 amps TP MCCB with 1 No.10.0 HP star Delta Starter for AHU EA 1.0 56874.0 56874.0 56874.0 23 23
629 23 Supply,installation,testing and commissioning of the following cubicle type openable front ,sheet steel wall mounted control panels sleeve type Al. bus bar including anchoring into the wall.These panels shall be complete in all respects as per the drawings and the specifications.The panel shall include the following accessories : 23 suitable incoming,MCCBs as per rating given below. 23 Terminal block for power distribution. 23 Single Phase Preventor. 23 Phase indicating lights and indicating lights for ON/TRIP status 23 Digital type Ammeter and suitable size CT and selector switches. 23 Time delay relay for automatic restart of AHUs motors. 23 Auto/Manual stop selector switch shall be provided in each AHU Panel.The same should provide potential free contact for position monitoring to BMS system. 23 All starters shall have suitable potential free contacts 23 Wiring for microswitch for stopping the fan when fire dampers closes. 23 The number of AHU panel shall be as detailed below : 23 23 MR 63 TP MCCB as incomer 40 amps TP MCB with 1 No.suitable DOL Starter EA R.O 885861.0 885861.0 23 for AHU fan motor , 40 amps TP MCB for humidifier 23 23
630 23 MR Supply,installation,testing and commissioning of the following cubicle type openable front ,sheet steel wall mounted control panels sleeve type Al. bus bar including anchoring into the wall.These panels shall be complete in all respects as per the drawings and the specifications.The panels shall include the following accessories : 23 MCCB as per rating given below. 23 Terminal block for power distribution. 23 Single Phase Preventor. 23 Phase indicating lights and indicating lights forON/TRIP status 23 Digital type Ammeter and suitable size CT and selector switches. 23 Time delay relay for automatic restart of Fan motors. 23 Auto/Manual stop selector switch shall be provided in each Fan Panel. 23 All starters shall have suitable potential free contacts 23 23 The number of El. Panels shall be as detailed below : 23 23 MR 6 amps TPN MCB with 1 Nos upto 1HP DOL Starter EA 1.0 20504.0 20504.0 20504.0 23 MR 16 amps TPN MCB with 1 Nos 5.0 HP DOL Starter EA 1.0 32887.0 32887.0 32887.0 23 MR 32 amps TPN MCCB with 1 Nos 7.5 HP DOL Starter EA 1.0 27337.0 27337.0 27337.0 23 MR 32 amps TPN MCCB with 1 Nos 15 HP star delta Starter EA 1.0 34194.0 34194.0 34194.0 23 4511816.0
631MR 23
632MR Engineer In Charge.b). All required nessary fittings like bends, tee, reducer etc. shall be as of the same OEM of pipe with same pressure rating.Note ‐‐ All Tee‐off connections reducers, bends (upto 150mm dia) shall be ready made factory fabricated MS ‘C’ Class fitings.‐ 200mm & above shall be site fabricated of the same material & thickness of pipe. Drilling and tapping of the walls of the main pipe shall not be restored to site fabricated fittings, these are allowed only in case of non‐availability and prior permission has to be taken for the same.200 mm dia.(75 mm thick insulation) 23 MR 150 mm Dia. (75 mm thick insulation) Rmt 1.0 4817.0 4817.0 4817.0 23 MR 125 mm Dia. (75 mm thick insulation) Rmt 1.0 4542.0 4542.0 4542.0 23 MR 100 mm Dia. (75 mm thick insulation) Rmt 1.0 3900.0 3900.0 3900.0 23 MR 80 mm Dia. (75 mm thick insulation) Rmt 1.0 3533.0 3533.0 3533.0 23 MR 65 mm Dia. (75 mm thick insulation) Rmt 1.0 2982.0 2982.0 2982.0 23 MR 50 mm Dia. (75 mm thick insulation) Rmt 1.0 2615.0 2615.0 2615.0 23 MR 40 mm Dia. (75 mm thick insulation) Rmt 1.0 2340.0 2340.0 2340.0 23 MR 32 mm Dia. (75 mm thick insulation) Rmt 1.0 2165.0 2165.0 2165.0 23
633MR 23 MR 80 mm Dia. Nos 1.0 57627.0 57627.0 57627.0 23 MR 65 mm Dia. Nos 1.0 54876.0 54876.0 54876.0 23
634MR MR 80 mm Dia. Nos 1.0 7135.0 7135.0 7135.0 23 MR 65 mm Dia. Nos 1.0 6488.0 6488.0 6488.0 23
635MR MR 80 mm Dia. Nos 1.0 44711.0 44711.0 44711.0 23 MR 65 mm Dia. Nos 1.0 39152.0 39152.0 39152.0 23
636MR MR 80 mm Dia. Nos 1.0 6858.0 6858.0 6858.0 23
637MR MR 80 mm Dia. Nos 1.0 11633.0 11633.0 11633.0 23 MR 65 mm Dia. Nos 1.0 10551.0 10551.0 10551.0 23
638MR Sub-Total HVAC Work 19234080.0 19234080.0 TOTAL BIO MEDICAL WORKS Medical Gas Pipeline System (MGPS)
639MR Modular Operation Theatre (MOT)
640MR Nurse Calling System (NCS)
641MR Liquid Medical Oxygen Plant (LMO)
642MR Central Sterile Supply Department
643MR VERTICAL SLIDING MOVEMENT ALONG WITH DOUBLE DOOR SAFETY FEATURES. HIGH VACUUM PUMP. SS 304/316. INBUILT STEAM GENERATOR
644MR SUITABLE FOR OPERATION WITH STERILIZER AND LOADING / UNLOADING TROLLEY
645MR VERTICAL SLIDING MOVEMENT ALONG WITH DOOR SAFETY FEATURES. HIGH VACUUM PUMP. SS 304/316. INBUILT STEAM GENERATOR FULLYAUTOMATIC PLC OR MICROPROCESSOR CONTROLLED
646MR STERILIZER TYPE: TABLE TOP STERILIZER CAPACITY MINIMUM 22LITRES. THE CONTROL SYSTEM SHOULD BE MICROPROCESSOR BASED PLC SYSTEM
647MR OPERATIONAL VOLUME SHOULD BE ABLE TO PROCESS MINIMUM 12DIN TRAYS(APPROX480X250X50) TO 15 TRAYS WITH 6 LEVEL SIN SINGLE PROCESS MICROPROCESSOR BASED, MADE OF S.S. 316L CONSUMABLES FOR 500 CYCLES TO BE QUOTED SEPARATELY AND IT WILL BE CONSIDERED FOR PRICE EVALUATION.
648MR HAVE REMOVABLE SHELF FOR KEEPING BIGLOAD WITH DOUBLE MICROPROCESSOR CONTROLLED DOOR. STERILIZATION TEMPERATURES NOT BE MORE THAN 50 DEG C ± 5 DEG C. H2O2. INBUILT PRINTER AND TOUCH SCREEN COLOUR LCD DISPLAY FOR CONTROLLING & MONITORING THE STERILIZATION PROCESS
649MR APPROX... 40 KHZ. WORK ON 230V, 50HZ AC SUPPLY STAINLESS STEEL (SS-316).
650MR MICROPROCESSOR-CONTROLLED START PREVENTIONAT TEMPERATURE DEVIATIONS OUTSIDE +/- 5° C TOLERANCE. 800 POUCHES/HOUR
651MR AUTOMATIC IN OPERATION INNER CHAMBER MADE UP OF STAINLESS STEEL-316 AND OUTER CHAMBER OF SS-316 APPROXIMATESIZE-275L
652MR TUBING AND DIFFERENT TIPS AND NOZZLES FOR THE VARIOUS CLEANING PURPOSES, LIKE A) SYRINGES AND CANNULAS WITH RECORD CONE B) MEASURING AND BLOOD PIPETTES C) CATHETERS AND SMALL PIPES D) DRAINAGE TUBING E) SYRINGES AND CANNULAS WITH LURE CONE F) SPRAY JET FOR RAPID INSTRUMENT CLEANING G) BOTTLES AND ERLENMEYER FLASKS H) WATER JET PUMPS FOR SUCTION CLEANING
653MR BLADE SIZE IS APPROX.200MM, CUTTING CAPACITY 165MM, WORK ON 230V, 50HZ POWER SUPPLY. 15 NOS BLADES
654MR 7.5 HP - 500 LITERS
655MR LENSDIAMETER APPROXIMATELY 12.5CM
656MR SIZE APPROX. (LXWXH): 2000X900X700MM (WHD) WITH SINK SIZES OF 40X500X250MM (WDH).
657MR SIZE APPROX. (LXWXH): 1200X650X900MM APPROXIMATELY
658MR SIZE (LXWXH):2000X1400X1400MM APPROXIMATELY
659MR Size 2000x1400x900mm
660MR THE WIRE SHELVES MADE OF SPECIAL HEAVY-DUTY STEEL(304) SIZE AS PER DESIGN
661MR SIZE:600X600X600MM,INTERNAL
662MR SIZE: 1400X750X1260MM (LXWXH) (EXTERNAL) APPROXIMATELY
663MR SIZE: AS PER DESIGN.THE TABLE TROLLEY MADE UP OF SS
664MR SIZE:585X395X195MMAPPROXIMATELY
665MR SIZE: 585X395X100MM APPROX.
666MR SUITABLE FOR KEEPING 20 BASKETS
667MR SIZE–1830X535X1830, 5SHELVES; MADE OF STAINLESS STEEL-AISI-304 FINISHED WITH POLISHING WITH BULLET FEET
668MR SIZE: 340X250X70MM. MADE OF STAINLESS STEEL-304
669MR SIZE: 450X250X70MM. MADE OF STAINLESS STEEL-304
670MR Laundry
671MR Washer Extractor Machine, 100 Kg. capacity per charge. Electric Heated, Front loading, Soft Mount, High Spin
672MR Washer Extractor Machine, 50 Kg. capacity per charge. Electric Heated, Front loading, Soft Mount, High Spin
673MR Drying Tumbler Machine 60 Kg. cap. per charge. Electric Heated, Front loading type, Complete body in galvanised sheet
674MR Hygienic Barrier, High Spin Free Standing Washer Extractor 35 Kg Capacity, Electric Heated.
675MR Drying Tumbler Machine 30 Kg. cap. per charge. Electric heated, Front loading. Complete body in galvanised sheet
676MR Flat Work Ironer Machine Single Roller, Electric heated Roller Heated, Size of the roller 800 dia X 3000 MM length
677MR Size: 4’ x 2.5’ with all fittings.
678MR (The Input supply of water must be less than 5 PPM, the cost of water softener is not included in the boiler price, however we can supply the same at an extra cost.)
679MR 10 kg Capacity, Electric Heated. Three tanks fully Automatic.
680MR Size 2½’ X 10’.
681MR 50 Kg. cap. All Stainless Steel Construction
682MR 50 Kg. cap. All Stainless Steel Construction
683MR Stainless Steel Construction
684MR KITCHEN EQUIPMENTS
685MR 1. Cap.50ltrs, 2. S.S. Sheet Insulated Body With Triple Jacket, 3.The Water Jacket Will Be Fitted With 2 Kw Heating Element.
686MR Cap.20-30ltrs.
687MR 1. Size 1800x600x850+300 ,2.Top 3 Sides, Under & Over Shelf Of S.S. Sheet, On M.S. Angle & S.S. Tubular Legs Frame Work, 3. The Counter Will Have 3 Sides Fully Covered, Operator Side Open.
688MR 1. Size 1350x600x850mm, 2. Top &Undershelf Of S.S. Sheet On M.S. Anlge Frame Work & S.S. Tubular Legs, With Adjustable Feet. Top To Have Sound Deadning Material Lining As Required
689MR 1. App. Size 1200x600x850mm
690MR 1. Size 1950x750x600mm,2. Made Of S.Steel Sheet, 20G Thick Duly Welded & Pop Rivetted As Required
691MR 1. Cast Aluminum/CI Body, Duly Polished / Painted, With Worm & Perforated Insert. Top Feeding Tray. Worm Easily Cleanable Fitted With 1/2HP Elect. Motor
692MR 1.App. Cap. 100-125 Toasts/Hr.,2. S.S.Sheet Body, Having S.S.Sheet Conveyor Belt. App.225mm Wide. The Unit Will Have Heating Elements On Top & Lower Portion Of Conveyor Belt With Variable Heat & Speed Control Switch.
693MR 1.Size 1950x600x850+150, 2. Top & Sink Bowl Of S.S.Sheet, On S.S.Anlge&S.S.Tubular Frame Work With Cross Bracing At Lower Portion.
694MR 1.Size 1950x600x850+150, 2. Double Walled, Insulated 'Puf' Body Made Of 0.8mm Thick S.S.Sheet 3. The Unit Will Have 4 Doors With Magnatic Rubber Gascuts& Locking Provision
695MR 1.Size 1500x600x850mm, 2. Top &Undershelf Of S.S.Sheet On M.S.Anlge Frame Work &S.S.Tubular Legs, With Adjustable Feet.
696MR 1.Size 1800x600x850, 2. Structure Made Of M.S. Angle Of Size 38x38x5mm,Duly Rust Proof Painted. 3. Top Of 16swg Thick S.S.Sheet
697MR 1.Size 1950x750x600mm, 2. Made Of S.Steel Sheet, 20G Thick Duly Welded & Pop Rivetted As Required. 3. The Hood Will Be Complete With S.S.Sheet Removable Type Baffle Filters
698MR 1.Size 750x750x600mm, 2. Same As That Of Work Table But The Table Will Be Without Undershelf& Will Have Cross Bracing Support At Lower Portion.
699MR 1.Size 750x750x600mm, 2. Same As That Of Cooking Range But The Unit Will Be Without Undershelf, But Will Only Have Cross Bracing Support At Lower Portion.
700MR 1.Size 1650x750x600mm, 2.Made Of S.Steel Sheet, 20G Thick Duly Welded & Pop Rivetted As Required. The Hood Will Be Complete With S.S.Sheet Removable Type Baffle Filters. Complete With Greese Collection Channel &Greese Collection Cup/S.
701MR 1. O/S 1800x600x850, 2.Structure Made Of M.S. Angle Of Size 38x38x5mm, Duly Rust Proof Painted 3. Top Of 16swg Thick S.S.Sheet
702MR 1.Size 1500x600x850mm, 2.Top&Undershelf Of S.S.Sheet On M.S.Anlge Frame Work &S.S.Tubular Legs, With Adjustable Feet. Top To Have Sound Deadning Material Lining As Required.
703MR 1. Size 1950x750x600mm ,2.Made Of S.Steel Sheet, 20G Thick Duly Welded & Pop Rivetted As Required.
704MR 1. Cap.160Ltrs.
705MR 1.Cap.100ltrs, 2.Triple Jacketed Body Of Stainless Steel Sheet
706MR 1.Size 1650x750x600mm, 2.Made Of S.Steel Sheet
707MR 1.Cap.15ltrs (1.0hp), 2.Stainless Steel Sheet Constd.
708MR 1.(Crompton Motor 2.0 Hp), 2.App. Cap Of Bowl 25ltrs., 3.Motor With Control Switch. 1.0 Crompton Moto
709MR 1.Cap.15kg./Chrgs, 2.(Crompton Motor 1.0 Hp), 3.Top Of The Drum Will Have A Potato Inlet Door 1.0 Crompton Moto
710MR 1.(Crompton Motor 1.0 Hp), 2.Stainless Steel Sheet Body,20g Thick, 3.The Unit Will Be Fitted With 1.0 Hp Single Phase Electric. 1.0 Crompton Moto
711MR 1. Size 1500x600x850mm, 2.Top &Undershelf Of S.S. Sheet On M.S.Anlge Frame Work &S.S.Tubular Legs, With Adjustable Feet. Top To Have Sound Deadning Material Lining As Required.
712MR 1.Size 1950x600x850+150, 2.Top & Sink Bowl Of S.S.Sheet, On S.S.Anlge&S.S.Tubular Frame Work With Cross Bracing At Lower Portion, 3. Sink Bowl Size 450x450x250mm.
713MR 1.Size 1200x600x850mm, 2.Frame Work Made Of S.S.Anlge Top Will Have P.P./Nylon Board For Chopping 700x700x100mm Chopping Board.
714MR 1.Aluminium Casted Body With ½ Hp Electric Motor Safety Switch & Double Feed Pusher For Round Flat & Vertical Shaped Food Items Etc., 2. Provided With 4 No Cutting Discs For Slicing Grating Dicing.
715MR 1.Size 1500x600x800, 2. Top Tray Of 16g S.S.Sheet, Tray Will Have App
716MR 1.Size 2100x650x850mm, 2. Top &Undershelf Of S.S.Sheet On M.S.Anlge Frame Work &S.S. Tubular Legs, With Adjustable Feet.
717MR 1.Size 1800x650x850mmmm, 2. Frame Work Of M.S. Anlge, Mounted On S.S. Tubular Legs Frame Work
718MR 1.Size 1950x750x600mm, 2.Made Of S.Steel Sheet, 20G Thick Duly Welded & Pop Rivetted As Required
719MR 1.O/S 1350x750x900mm, 2.S.S.Sheet Insulated Body, 3. Frame Work Of M.S.Anlge Of Size 38x38x5mm
720MR 1.Size 1200x600x1200mm, 2. S.S.Bottom Base Shelf Mount At 150mm With All Four Sides Turned Down 50mm In 12mm And Secured To Welded S.S.Anlge Frame Work & Provided With Three Nos. Of Detachable Trays Cum Shelfs Unit Will Be Mounted On 4\\" Pillar Type Castors Wheels (2 Nos. With Brake & 2 Nos. Without Brake).
721MR 1.Size 1800x600x850+375+225, 2. Top Of 16g S.S.Sheet, 3.Bain Marie Water Tank Of 18g S.S.Sheet
722MR 1.Size 1200x600x850mm, 2. Top Of 16swg S.S.Sheet One Over Shelf, Three Sides Of 20 Swg S.S. Sheet. Dish Storage Cabinet With 2 Shelves And Sliding Door Will Be Provided On Service Side.
723MR 1.Size 900x450x1800, 2. Vertical Of 32 Mm Dia Stainless Steel Pipe With Adjustable Feet 4 No Of 18 S.S Sheet At Equally Distance.
724MR 1. Size 600x600x600mm, 2. Made Of S.S. 18 Swg With Top Hinge Openable Doors Support With Four Nos. Of Castors, Anti Crack Body, Top Half Hinged Lid. Provided With A Scoop
725MR 1.Size 1200x600x500mm, 2. Made Of S.S.Square Pipes Of Size 32x32mm, With Support Of 25mm Square S.S.Pipe.
726MR 1.Size 1200x600x1500mm, 2. Verticals Of 32mmx32mm Square S.S.Pipe, 3 Shelves Welded With Vertical Frame Of 19mm Dias.S.Pipe Shelves With Equal Space Between Two Tubes Mounted On Adjustable Feet
727MR 1. Size 2400x600x850mm, 2. Top Of 16g S.S.Sheet With 'Sunkun' Top
728MR 1.Size 1800x600x850+150mm, 2. Top & 3 Sink Bowls Of 16g S.S. Sheet., 3. Each Sink Bowl Size 500x500x300mm (Without Sanitory Fittings).
729MR 1.Size 2100x600x850mm, 2. Same As That Of Work Table But With 2 Under Shelves.
730MR 1. Size 900x450x1800mm, 2. Vertical Of 32 Mm Dia Stainless Steel Pipe With Adjustable Feet 5 No Vertical At Equal Distance 1st Shelf Fixed At 150mm From Floor Level.
731MR 1.Actual Measurement Will Be According To As Per Site Conditions
732MR 1. (APPROX 25 RUNNING FEET), 2. ACTUAL MEASUREMENT WILL BE ACCORDING TO As Per Site Conditions
733MR 1.Actual Measurement Will Be According To As Per Site Conditions
734MR * Capacity: 900/1000 chapati per hour * Diameter - 4 to 7 inch * Thickness - 1-2 mm * Weight - 500 Kg approx * LPG Consumption - 2.5 kg per hour MORTUARY EQUIPMENTS
735MR Capacity to accumulate 30 Body, vertically arranged mortuary freezer preferably branded. Made of corrosion resistant (Embossed/galvanized) stainless steel AISI-304 internal/external panels, 18x18 gauges. Door: Anti mist electrical resistant frontal doors with lock. Overlapping with magnetic gasket. Operating Body Storage temperature: +2/+6 º C. HCFC free, thermal insulation at least 75mm.
736MR Provided with fork lift compatible with stainless steel body tray of mortuary freezer. ifting height must be in compatible with body storage upper and lower tray positions. Steering Handle for control of height adjustment, driving front/ back and rotation. +90ºC to -90ºC Rotation for capability of loading and unloading in space limited areas. Loading capacity up to 150kg or more.
737MR Multi-level Bariatric /Oversized Mortuary Stretcher, Heavy Duty Welded Steel Frame Construction, Multiple Height Levels on both ends, All terrain wheels with locks, Capacity rating: minimum 400 kg. Curtain Track System & IV Bar
738MR Sub-Total BIO Medical Services 90750000.0 90750000.0 NON MEDICAL FURNITURE WORKS HOSPITAL FURNITURE
739Table
740Chair
7412 Seater Waiting Chair
7423 Seater Sofa
7432 Seater Sofa
744Centre Table
745Side Table
746Table
747Storage
748Storage
749Storage
750High Back Chair
751Visitor Chair
7523 seater
7532 Seater
754Centre Table
755Side Table
756Storage
757Table
758Table
759Storage
760High Back Chair
761Medium Back Chair
7623 Seater
7632 Seater
764Single Seater
765Centre Table
766Side Table
767Storage
768Work-station (Continue from Above )Single Sided Pvc Wire Manager Should Be Enclosed At Table Top.Adjustable Leveller Shoe Shall Be Provided At Bottom Of The Partition To Avoid Scratches On The Floor. Three Layer Prelaminated Particles Board (Wood Product) Of Grade Ii Type Iii Of Is 12823/Latest. All Machinery Used In The Production Process, I.E. Precision Sheet Laser Cutting Machine, Cnc Press Brake / Fully Automatic Panel Bender, 11-Tank Pre-Treatment Plant, Cnc Router / Beam Saw, Automatic Edge Bander, Cnc Fabric Cutting Machine, Foam Cutter And Computerised Double-Needle Sewing Machine, Shall Be Verified By IRCLASS/RITES Vendor Assessment Report. All The Machinery Used In The Production Process, Including Beam Saw, Panel Saw, Cnc Router, Edge Bander, Rapid Drill Cnc, Bhx, Multi Boring, Router, Sanding Machines, Shall Be Verified Through An IRCLASS/RITES Vendor Assessment Report To Ensure Compliance With The Specified Manufacturing Requirements. The Cutting And Notching Of Tubes Shall Be Carried Out Using Precision Tube Laser Cutting Machines. Pipe Bending Shall Be Performed On Cnc Pipe Bending Machines To Ensure High Dimensional Accuracy, Consistency, And Superior Quality In The Finished Components. All The Machinery Used In The Production Process, Including Laser Cutting Machines, Fully Automatic Panel Bender Machines With Auto-Loading And Unloading Systems, And The 11-Tank Pre-Treatment Plant, Shall Be Verified Through An IRCLASS/RITES Vendor Assessment Report To Ensure Compliance With The Specified Manufacturing Requirements. To Protect Against Corrosion, All Metal Components Shall Undergo An Anti-Rust Surface Treatment Through An 11-Tank Pre-Treatment Process, Followed By An Epoxy Polyester Powder Coating In The Required Shade. The Powder Coating Shall Have A Dry Film Thickness (DFT) Of 60 To 80 Microns, Ensuring Long-Lasting Durability, Excellent Corrosion Resistance, And A Superior Surface Finish.The OEM should be ISO 9001:2015, ISO 50001:2018, ISO 14001:2015, ISO 45001:2018 certificates of the manufacturer certified by NABCB. The OEM must have BIFMA Compliant & BIFMA Level product and an product official link/screenshot must be provided from \\"www.Bifma.Org\\" & \\"level.bifma.org\\". Other certifications UL-greenguard gold (with more than 100 products approved including surface material), GRIHA v-2019,, greenpro, Indian design mark, FSC, PEFC (as required by praman guidelines of ministry of environment, forest and climate change, government of india), SEDEX certified.
769Medium Back Chair
770Storage
771Table
772Chair
773Table
774Visitor chair
775Visitor chair
776Visitor chair with desklet
777Table
778Side Table
779Side Table
7802 Seater Seating
7813 Seater Seating
782Locker Medical College Furniture
783Table
784 a 3 Seater Each 38.0 36700.0 1394600.0 b 2 Seater Each 60.0 28900.0 1734000.0
785Table
786Storage a Storage overall size 2400 mm (L) × 400 mm (D) × 1200 mm (H), each 35.0 40000.0 1400000.0 b Storage overall size 1800 mm (L) × 400 mm (D) × 1200 mm (H), each 20.0 25000.0 500000.0 c Storage overall size 1500 mm (L) × 400 mm (D) × 1200 mm (H), each 25.0 15000.0 375000.0
787 a 3 seater 75.0 36700.0 2752500.0 b 2 Seater 85.0 28900.0 2456500.0
788Storage
789Table
790Table
791Storage
792 a 3 Seater Each 25.0 45000.0 1125000.0 b 2 Seater Each 65.0 37500.0 2437500.0 c Single Seater Each 40.0 25000.0 1000000.0
793Work-station
794Storage
795Table
796 a main Unit 11.0 13224.0 145464.0 b Add on unit 28.0 12600.0 352800.0
797 a main Unit 9.0 27768.0 249912.0 b Add on unit 36.0 27000.0 972000.0
798Table
799 a 2 Seater Each 220.0 34960.0 7691200.0 b 3 Seater Each 96.0 54960.0 5276160.0
800Auditorim Chairs
801 Nurses ResidenceFurniture Master Bed Room
802 BOYS HOSTEL FURNITURE
803 GIRLS HOSTEL FURNITURE
804 Type 2 Residence Furniture Master Bed Room
805 Type 3 Residence Master Bed Room
806 Type 4 Residence Furniture Master Bed Room
807 Director Rsidence Furniture Lounge
808 Guest House Furniture Master Bed Room
809 Dress Area
810 Dining
811 Drawing Room
812 Sub - Total Furniture Work 353741942.0 353741942.0

AI Tender Summary

OUR REF NO 57981743
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 376.16 Crore
LAST DATE 02-11-2026
Authority
Authority Name Bridge And Roof Company India Limited
Work Description Tender for Construction Of 100 Student Capacity Medical College And Attached 430 Bedded Hospital Newly Constructed Government Medical College, Gadchiroli, Maharashtra Under Directorate Of Medical Education And Drugs Department, Government Of Maharashtra
Basic Detail
Tender No B AND R/ HO/ DMER/ MAHARASHTRA/ 51264/ GADCHIROLI/ NIT/ CW/ 02
Bidding Type Tender
Location
City Gadchiroli
State Maharashtra
Key Dates
Publish Date 12 Oct 2026
Submission Date 02 Nov 2026
Open Date 03 Nov 2026
Finance
Tender Value 376.16 Crore
Tender Fee 2.36 Lakhs
EMD 3.86 Crore
Exemption Not Available
Document List
BOQ_977050.xls
d88acb70-e845-48ad-b5cb-e152ea73e260.html
eNIT_DMER_Maharashtra_Gad_1.pdf
PREFERRED_MAKE_LIST_CIVIL_AND_EM.pdf
R2_GADHCHIROLI_SITE_PLAN.pdf
Tendernotice_1.pdf
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Tender Timeline

Oct 12, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 02, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 5 days
Nov 03, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 6 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_977050.xls

html

d88acb70-e845-48ad-b5cb-e152ea73e260.html

pdf

eNIT_DMER_Maharashtra_Gad_1.pdf

pdf

PREFERRED_MAKE_LIST_CIVIL_AND_EM.pdf

pdf

R2_GADHCHIROLI_SITE_PLAN.pdf

pdf

Tendernotice_1.pdf

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