Tender For 3 Bhk In Betwa Vihar Residential Scheme Construction Work Of ( 64 Flats ) Buildings .
Tender Value
11.08 Crore
Estimated cost
Bid Submission
07 Aug 2020
0 days left
EMD
57.41 Lakhs
Bank guarantee accepted
Document Fee
11180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
3BHK (64 Flat) in Betwa Vihar Yojna Cons. → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For 3 Bhk In Betwa Vihar Residential Scheme Construction Work Of ( 64 Flats ) Buildings .
BOQ
| Name of Work: 3 BHK in Betwa Vihar Residential Scheme Construction work of (64 flats) buildings. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Name of Work : 3 BHK in Betwa Vihar Residential Scheme Construction work of (64 flats) buildings.\nNote :-(1)- 1% Labour cess, 12% GST Excluded on the aforesaid work. | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | PART -A CIVIL WORK\nExcavation in foundation in ordinary Soil (Loam,clay or sand) including lift upto 1.50M. & including filling watering &ramming of excavated earth into the trenches or into the space between the building & the sides of the foundation trenches or into the plinth & removal & disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30M. from the foundation trenches. SOR - 251 Chapter no.-4 | BI01010001010000000000000515BI0100001113 | 1725.04 | Cum |
| 3 | 2.01 | Same as in item no. 251 above but excavation in soil mixed with graval and boulder. (Skeleton analysis based on hil Schedule of rate P.W.D. sl. No. 157) SOR - 256 Chapter no.-4 | BI01010001010000000000000515BI0100001114 | 431.26 | Cum |
| 4 | 3.01 | Sand filling in plinth including supply of distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials, labour and I&P etc. required for proper completion of the work. (Rate is including Royality) SOR - 255 Chapter no.-4 | BI01010001010000000000000515BI0100001115 | 52.7 | Cum |
| 5 | 4.01 | Providing and injecting chemical for pre-constructional anti-termite treatment and creating and chemical barrier under and around the coloumn pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding of pipes and conduit etc, complete (plinth area of the building at ground floor only shall be measured as per I.S 6313(part 2013) IMIDACLOPRID SC 30.5 concentrate or any other approved material such as Hepthachlor of chlordanc will be used. The rate of application of chemical emulsion shall be as follows:- SOR - Chapter no.-18(01) Treatment of soil under apron along external per meter 5 liters per Sqm. | BI01010001010000000000000515BI0100001116 | 2491.68 | sqm |
| 6 | 5.01 | Concrete with 4 cm. guage stone ballast, coarse sand of 1.25 F.M. & cement,in proportion of 8:4.1 in foundations & under fIoors,including supply of all materials, labour, Tools & plants etc.required for proper completion of the work. SOR - 281 Chapter no.-5 | BI01010001010000000000000515BI0100001117 | 394.76 | Cum |
| 7 | 6.01 | R.C.C. work with cement, approved coarse sand and 40mm gauge stone grit in 2 c.sand : 4stone ballast ) in footings excluding supply of reinforcement. and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion. SOR - 287(1) Chapter no.-5 | BI01010001010000000000000515BI0100001118 | 536.78 | Cum |
| 8 | 7.01 | R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1 :1.5 :3 (one cement : 1.5 c.sand : 3stone grit of 20 mm nominal size ) in column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works. SOR - 289 Chapter no.-5\nFor Ground Floor | BI01010001010000000000000515BI0100001119 | 80.24 | Cum |
| 9 | 8.01 | For 1st Floor | BI01010001010000000000000515BI0100001120 | 95.13 | Cum |
| 10 | 9.01 | For 2nd Floor | BI01010001010000000000000515BI0100001121 | 95.13 | Cum |
| 11 | 10.01 | For 3rd Floor | BI01010001010000000000000515BI0100001122 | 95.13 | Cum |
| 12 | 11.01 | For 4th Floor | BI01010001010000000000000515BI0100001123 | 95.13 | Cum |
| 13 | 12.01 | For Terrace Floor | BI01010001010000000000000515BI0100001124 | 5.26 | Cum |
| 14 | 13.01 | R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1 :2 :4 (one cement : 2 c.sand : 4 stone grit of 20 mm nominal size ) in lighter beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works. SOR - 285 Chapter no.-5 | BI01010001010000000000000515BI0100001125 | 161.26 | Cum |
| 15 | 14.01 | R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1 :2 :4 (one cement : 2 c.sand : 4stone grit of 20 mm nominal size ) in lintel excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works. SOR - 283 Chapter no.-5 For \nGround Floor | BI01010001010000000000000515BI0100001126 | 0.94 | Cum |
| 16 | 15.01 | For 1st Floor | BI01010001010000000000000515BI0100001127 | 17.04 | Cum |
| 17 | 16.01 | For 2nd Floor | BI01010001010000000000000515BI0100001128 | 17.04 | Cum |
| 18 | 17.01 | For 3rd Floor | BI01010001010000000000000515BI0100001129 | 17.04 | Cum |
| 19 | 18.01 | For 4th Floor | BI01010001010000000000000515BI0100001130 | 17.04 | Cum |
| 20 | 19.01 | For Terrace Floor | BI01010001010000000000000515BI0100001131 | 0.94 | Cum |
| 21 | 20.01 | R.C.C. work with cement, approved coarse sand and 20mm gauge stone grit in proportion of 1 :1.5 :3 (one cement : 1.5 c.sand : 3 stone grit of 20 mm nominal size) in T-beam and slab excluding supply of reinforcement and its bending but including its fixing and binding the same with 24B.W.G.G.I. binding wire and necessary centering and shuttering etc and also including supply of all materials labour & T&P etc. required for proper completion of works. SOR - 288(1) (283+ diffrent of cement)\nFor Ground Floor | BI01010001010000000000000515BI0100001132 | 424.48 | sqm |
| 22 | 21.01 | For 1st Floor | BI01010001010000000000000515BI0100001133 | 432.82 | Cum |
| 23 | 22.01 | For 2nd Floor | BI01010001010000000000000515BI0100001134 | 432.82 | Cum |
| 24 | 23.01 | For 3rd Floor | BI01010001010000000000000515BI0100001135 | 432.82 | Cum |
| 25 | 24.01 | For 4th Floor | BI01010001010000000000000515BI0100001136 | 432.82 | Cum |
| 26 | 25.01 | For Terrace Floor | BI01010001010000000000000515BI0100001137 | 16.3 | Cum |
| 27 | 26.01 | M-150 Brick Work in 1:6 (one cement & Six Coarse sand) mortar in foundation & plinth includind supply of all materials, Labour, T&P etc.required for proper completion of the work. SOR - 303 | BI01010001010000000000000515BI0100001138 | 20 | Cum |
| 28 | 27.01 | First class Brick Work in 1:6 cement & Coarse sand mortar in one brick thick wall in super structer SOR No. (303+309+310)\nFor Ground Floor | BI01010001010000000000000515BI0100001139 | 29.72 | Cum |
| 29 | 28.01 | For 1st Floor | BI01010001010000000000000515BI0100001140 | 316.4 | Cum |
| 30 | 29.01 | For 2nd Floor | BI01010001010000000000000515BI0100001141 | 316.4 | Cum |
| 31 | 30.01 | For 3rd Floor | BI01010001010000000000000515BI0100001142 | 316.4 | Cum |
| 32 | 31.01 | For 4th Floor | BI01010001010000000000000515BI0100001143 | 316.4 | Cum |
| 33 | 32.01 | For Terrace Floor | BI01010001010000000000000515BI0100001144 | 177.278 | Cum |
| 34 | 33.01 | First class Brick Work in 1:4 cement d coarse sand mortar for half brick thick wall in super structer. SOR No.(305+309+310A)\nFor Ground Floor\nFor 1st Floor (Qty 185.62) | BI01010001010000000000000515BI0100001145 | 185.62 | Cum |
| 35 | 34.01 | For 2nd Floor | BI01010001010000000000000515BI0100001146 | 185.62 | Cum |
| 36 | 35.01 | For 3rd Floor | BI01010001010000000000000515BI0100001147 | 185.62 | Cum |
| 37 | 36.01 | For 4th Floor | BI01010001010000000000000515BI0100001148 | 185.62 | Cum |
| 38 | 37.01 | M.S.(tor steel or pIain)in plain work such as R.C.C.or R.B.work i/c bending for proper shape& including supply of steel & its wastage,bend,hooks & authorized overlapping shal be measured & i/c cost of binding wire. SOR No. 504\nFor Ground Floor | BI01010001010000000000000515BI0100001149 | 1337 | Qtl |
| 39 | 38.01 | For 1st Floor | BI01010001010000000000000515BI0100001150 | 691 | Qtl |
| 40 | 39.01 | For 2nd Floor | BI01010001010000000000000515BI0100001151 | 691 | Qtl |
| 41 | 40.01 | For 3rd Floor | BI01010001010000000000000515BI0100001152 | 691 | Qtl |
| 42 | 41.01 | For 4th Floor | BI01010001010000000000000515BI0100001153 | 691 | Qtl |
| 43 | 42.01 | For Terrace Floor | BI01010001010000000000000515BI0100001154 | 31.1 | Qtl |
| 44 | 43.01 | M.S. or iron work in heavy sizes such as built up gates, door/windows frames etc. including cutting welding and wastage including supply of material, Labour T&P etc. required for proper completion of work. SOR No. 503\nFor Ground Floor | BI01010001010000000000000515BI0100001155 | 102.6 | Kg |
| 45 | 44.01 | For 1st Floor | BI01010001010000000000000515BI0100001156 | 4159.8 | Kg |
| 46 | 45.01 | For 2nd Floor | BI01010001010000000000000515BI0100001157 | 4159.8 | Kg |
| 47 | 46.01 | For 3rd Floor | BI01010001010000000000000515BI0100001158 | 4159.8 | Kg |
| 48 | 47.01 | For 4th Floor | BI01010001010000000000000515BI0100001159 | 4159.8 | Kg |
| 49 | 48.01 | For Terrace Floor | BI01010001010000000000000515BI0100001160 | 102.6 | Kg |
| 50 | 49.01 | Mild steel or iron work of sections such as grills and stair case railling etc. Wrought to required form including supply of steel, bolts, nuts, westage etc. and their fixing required for proper completion of the work. Chepter no. 10 new item no. 3 page no. 50 PWD SOR \nFor Ground Floor | BI01010001010000000000000515BI0100001161 | 289.44 | Kg |
| 51 | 50.01 | For 1st Floor | BI01010001010000000000000515BI0100001162 | 2054.94 | Kg |
| 52 | 51.01 | For 2nd Floor | BI01010001010000000000000515BI0100001163 | 2054.94 | Kg |
| 53 | 52.01 | For 3rd Floor | BI01010001010000000000000515BI0100001164 | 2054.94 | Kg |
| 54 | 53.01 | For 4th Floor | BI01010001010000000000000515BI0100001165 | 2054.94 | Kg |
| 55 | 54.01 | For Terrace Floor | BI01010001010000000000000515BI0100001166 | 72 | Kg |
| 56 | 55.01 | Supply of Approved M.S. Z-section windows and ventilators excluding cost of glass panes but including supply of all material its fabrication nuts and bolt, hole fast for proper completion of work as per direction of engineer-in-charge and also including cost of handle stays rod etc. and one coat of red oxide paint complete in the respect site.\nFor Ground Floor\nFor 1st Floor | BI01010001010000000000000515BI0100001167 | 3220 | Kg |
| 57 | 56.01 | For 2nd Floor | BI01010001010000000000000515BI0100001168 | 3220 | Kg |
| 58 | 57.01 | For 3rd Floor | BI01010001010000000000000515BI0100001169 | 3220 | Kg |
| 59 | 58.01 | For 4th Floor | BI01010001010000000000000515BI0100001170 | 3220 | Kg |
| 60 | 59.01 | Supply & fixing of 30mm. thick commercial quality Sitapur ply or other approved ply wood flush shutter including supply & fixing of wooden cleats and stops and including fixing & adjustment of hinges, bolts, locks, handles spring and or other fittings but excluding their supply and including painting with two coats of black Japan on all iron fitting if necessary. Thick fitting with necessary screws to be supplied by the deptt. PWD SOR. 470\nFor Ground Floor | BI01010001010000000000000515BI0100001171 | 12.6 | sqm |
| 61 | 60.01 | For 1st Floor | BI01010001010000000000000515BI0100001172 | 353.64 | sqm |
| 62 | 61.01 | For 2nd Floor | BI01010001010000000000000515BI0100001173 | 353.64 | sqm |
| 63 | 62.01 | For 3rd Floor | BI01010001010000000000000515BI0100001174 | 353.64 | sqm |
| 64 | 63.01 | For 4th Floor | BI01010001010000000000000515BI0100001175 | 353.64 | sqm |
| 65 | 64.01 | For Terrace Floor | BI01010001010000000000000515BI0100001176 | 12.6 | sqm |
| 66 | 65.01 | Providing and fixing ISI marked oxidised M.S. hinges, bolts, locks, handles spring and or other fittings with necessary screws etc. complete : PWD SOR. 471\nFor Ground Floor | BI01010001010000000000000515BI0100001177 | 12.6 | sqm |
| 67 | 66.01 | For 1st Floor | BI01010001010000000000000515BI0100001178 | 353.64 | sqm |
| 68 | 67.01 | For 2nd Floor | BI01010001010000000000000515BI0100001179 | 353.64 | sqm |
| 69 | 68.01 | For 3rd Floor | BI01010001010000000000000515BI0100001180 | 353.64 | sqm |
| 70 | 69.01 | For 4th Floor | BI01010001010000000000000515BI0100001181 | 353.64 | sqm |
| 71 | 70.01 | For Terrace Floor | BI01010001010000000000000515BI0100001182 | 12.6 | sqm |
| 72 | 71.01 | 12 mm Cement plaster in single coat on fair side of single half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and / or rounded angles not exceeding 80mm. In girth and finished even and smooth. No extra for mixing any additive. 1 Cement : 3 coarse sand chepter no. 13 (17.58)\nFor Ground Floor | BI01010001010000000000000515BI0100001183 | 4140.94 | sqm |
| 73 | 72.01 | For 1st Floor | BI01010001010000000000000515BI0100001184 | 7346.56 | sqm |
| 74 | 73.01 | For 2nd Floor | BI01010001010000000000000515BI0100001185 | 7346.56 | sqm |
| 75 | 74.01 | For 3rd Floor | BI01010001010000000000000515BI0100001186 | 7346.56 | sqm |
| 76 | 75.01 | For 4th Floor | BI01010001010000000000000515BI0100001187 | 7346.56 | sqm |
| 77 | 76.01 | For Terrace Floor | BI01010001010000000000000515BI0100001188 | 195.42 | sqm |
| 78 | 77.01 | 15 mm Cement plaster in single coat on rough side of single half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and / or rounded angles not exceeding 80mm. In girth and finished even and smooth. No extra for mixing any additive. 1 Cement : 3 coarse sand chapter no. 13 (17.59)\nFor Ground Floor | BI01010001010000000000000515BI0100001189 | 661.08 | sqm |
| 79 | 78.01 | For 1st Floor | BI01010001010000000000000515BI0100001190 | 1599.36 | sqm |
| 80 | 79.01 | For 2nd Floor | BI01010001010000000000000515BI0100001191 | 1599.36 | sqm |
| 81 | 80.01 | For 3rd Floor | BI01010001010000000000000515BI0100001192 | 1599.36 | sqm |
| 82 | 81.01 | For 4th Floor | BI01010001010000000000000515BI0100001193 | 1599.36 | sqm |
| 83 | 82.01 | For Terrace Floor | BI01010001010000000000000515BI0100001194 | 927.24 | sqm |
| 84 | 83.01 | Providing & Laying of 8 to 10 mm thick Ivory or light shade vitrified tiles of 600 mm x 600 mm size in flooring or skirting laid with 1:3 cement mortar (1 cement : 3 coarse sand) finishing with cement slurry & with pigment grouting & polishing complete 1/c supply of all materials, labour T &P required for proper completion of work. SOR.No. page no. 58 new item no.2\nFor Ground Floor\nFor 1st Floor (Qty 663.22) | BI01010001010000000000000515BI0100001195 | 663.22 | sqm |
| 85 | 84.01 | For 2nd Floor | BI01010001010000000000000515BI0100001196 | 663.22 | sqm |
| 86 | 85.01 | For 3rd Floor | BI01010001010000000000000515BI0100001197 | 663.22 | sqm |
| 87 | 86.01 | For 4th Floor | BI01010001010000000000000515BI0100001198 | 663.22 | sqm |
| 88 | 87.01 | Supply and fixing 5 mm thick china white glased tiles in follring or in skirting or dado laid with 1:3 cement and approved coars'e sand mortar finished with white cement slurry jointing and polishing complete including supply of al materials labour and tools etc. required for completion of the work. (size of tiles upto 200 X 300 mm) Cepter no 14, SOR No. 628\nFor Ground Floor\nFor 1st Floor (Qty 214.40) | BI01010001010000000000000515BI0100001199 | 214.4 | sqm |
| 89 | 88.01 | For 2nd Floor | BI01010001010000000000000515BI0100001200 | 214.4 | sqm |
| 90 | 89.01 | For 3rd Floor | BI01010001010000000000000515BI0100001201 | 214.4 | sqm |
| 91 | 90.01 | For 4th Floor | BI01010001010000000000000515BI0100001202 | 214.4 | sqm |
| 92 | 91.01 | 4 cm. (1.5”) thick 1:2:4 plain cement concrete floor with cement,approved coarse sand & 2 cm. (1”)graded approved stone grit, laid in panels finished with 3 mm. (1/8”) floating coat of neat cement & marble dust in ratio 5:1 as specified over and removing any overlapping mortar at the joints of penals if any and giving them a uniform finish, including supply of all materials,labour tools & plants etc.required for proper completion of the work. SOR.no. 665 page no.57 | BI01010001010000000000000515BI0100001203 | 11739.7 | sqm |
| 93 | 92.01 | Providing and fixing glass strips of 5.00 mm thickness in joints of floors and skirting at the time of laying ,i/c labour and tools & plants etc.complete. (d)of 3.5 cm.depth. SOR.no. Chepter no. 01 Item no. 17 | BI01010001010000000000000515BI0100001204 | 14087.7 | Rmt |
| 94 | 93.01 | Painting or varnishing on iron works in small area or new wood work with one coat (upto one sqm) of ready mixed paint and two coat of approved superiour quality ready mixed paint including supply of all Materials,labour,tools & plants etc. required for proper completion of the work.Paint to be used should confirm the ISI no.103-1950. etc.complete. (d)of 3.5 cm.depth. SOR.no.641+642a\nFor Ground Floor | BI01010001010000000000000515BI0100001205 | 69.54 | sqm |
| 95 | 94.01 | For 1st Floor | BI01010001010000000000000515BI0100001206 | 1536.74 | sqm |
| 96 | 95.01 | For 2nd Floor | BI01010001010000000000000515BI0100001207 | 1536.74 | sqm |
| 97 | 96.01 | For 3rd Floor | BI01010001010000000000000515BI0100001208 | 1536.74 | sqm |
| 98 | 97.01 | For 4th Floor | BI01010001010000000000000515BI0100001209 | 1536.74 | sqm |
| 99 | 98.01 | For Terrace Floor | BI01010001010000000000000515BI0100001210 | 47.8 | sqm |
| 100 | 99.01 | Providing and applying outer face white cement based putty of average thickness 1 mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. (S.I. No. 15.22)\nFor Ground Floor | BI01010001010000000000000515BI0100001211 | 4140.94 | sqm |
| 101 | 100.01 | For 1st Floor | BI01010001010000000000000515BI0100001212 | 7346.56 | sqm |
| 102 | 101.01 | For 2nd Floor | BI01010001010000000000000515BI0100001213 | 7346.56 | sqm |
| 103 | 102.01 | For 3rd Floor | BI01010001010000000000000515BI0100001214 | 7346.56 | sqm |
| 104 | 103.01 | For 4th Floor | BI01010001010000000000000515BI0100001215 | 7346.56 | sqm |
| 105 | 104.01 | For Terrace Floor | BI01010001010000000000000515BI0100001216 | 195.42 | sqm |
| 106 | 105.01 | Distempering (First coat) with oil bound distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, shalimar, Asian Paint after thoroughly brushing the surface free from mortar dropping and other foreign matters and also including the surface even with plaster of Paris or approved synthetice materials and sand papered smooth including supply of at materials, labour, Tools & Plant etc. required for proper completion of the work. SOR.no. (649+650)\nFor Ground Floor | BI01010001010000000000000515BI0100001217 | 4140.94 | sqm |
| 107 | 106.01 | For 1st Floor | BI01010001010000000000000515BI0100001218 | 7346.56 | sqm |
| 108 | 107.01 | For 2nd Floor | BI01010001010000000000000515BI0100001219 | 7346.56 | sqm |
| 109 | 108.01 | For 3rd Floor | BI01010001010000000000000515BI0100001220 | 7346.56 | sqm |
| 110 | 109.01 | For 4th Floor | BI01010001010000000000000515BI0100001221 | 7346.56 | sqm |
| 111 | 110.01 | For Terrace Floor | BI01010001010000000000000515BI0100001222 | 195.42 | sqm |
| 112 | 111.01 | Wall painting with premium acrylic emulsion paint (APEX), having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and anufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats. gDSR No.13.83.2g\nFor Ground Floor | BI01010001010000000000000515BI0100001223 | 661.08 | sqm |
| 113 | 112.01 | For 1st Floor | BI01010001010000000000000515BI0100001224 | 1599.36 | sqm |
| 114 | 113.01 | For 2nd Floor | BI01010001010000000000000515BI0100001225 | 1599.36 | sqm |
| 115 | 114.01 | For 3rd Floor | BI01010001010000000000000515BI0100001226 | 1599.36 | sqm |
| 116 | 115.01 | For 4th Floor | BI01010001010000000000000515BI0100001227 | 1599.36 | sqm |
| 117 | 116.01 | For Terrace Floor | BI01010001010000000000000515BI0100001228 | 927.24 | sqm |
| 118 | 117.01 | S/F of panes of glass in door, window & venilators with 4 mm thich (3.8 to 4.7 mm thick) glass panes fixed with brads & putty including supply of all materials, Labour, Tools & plants etc. required for proper completion of the work. [SOR.No.812 page no. 66\nFor Ground Floor | BI01010001010000000000000515BI0100001229 | 10.56 | sqm |
| 119 | 118.01 | For 1st Floor | BI01010001010000000000000515BI0100001230 | 149.76 | sqm |
| 120 | 119.01 | For 2nd Floor | BI01010001010000000000000515BI0100001231 | 149.76 | sqm |
| 121 | 120.01 | For 3rd Floor | BI01010001010000000000000515BI0100001232 | 149.76 | sqm |
| 122 | 121.01 | For 4th Floor | BI01010001010000000000000515BI0100001233 | 149.76 | sqm |
| 123 | 122.01 | For Terrace Floor | BI01010001010000000000000515BI0100001234 | 10.56 | sqm |
| 124 | 123.01 | Providing and Laying brick Coba 12 mm thick laid with M-150 class brick bat Coba 7.50 cm. thick with gap of 15 mm to each other, over 20 mm thick base of cement, mortar 1 : 4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete w’ater proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1 : 4 cement and coase sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher 15260.00and junction and corner shall be rounded343.40 by brick ballast cement and coarse sand masonary with acetic water proffing compound @ 2% by weight & including supply of all material, labour T&P etc. complete for proper completion of work. Chapter no. 11 page no. 51 new item no.1 | BI01010001010000000000000515BI0100001235 | 2243.6 | sqm |
| 125 | 124.01 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase. DSR-2018 (12.21.1) | BI01010001010000000000000515BI0100001236 | 725.4 | Rmt |
| 126 | 125.01 | Making Khurra 45 cms x 45 cms with c.c. 1:2:4 average 5 cm thick including supply of all materials, Iabour,Tools & plants etc.required for proper completion of the work. SI. No. 21.33 New Item] | BI01010001010000000000000515BI0100001237 | 74 | Each |
| 127 | 126.01 | Supply and filling of cinder/khanjari including supply of al materials, labo’ur,Tools & plants etc.required for proper completion of the work. Chapter no. 11 page no. 51 new item no.1 | BI01010001010000000000000515BI0100001238 | 129.34 | Cum |
| 128 | 127.01 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. DSR-2018 (22.3) | BI01010001010000000000000515BI0100001239 | 646.66 | sqm |
| 129 | 128.01 | PART - B\nSUB HEAD-18.0-WATER SUPPLY + PLUMBING WORK\nProviding and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) DSR 2018 18.8\n15 mm nominal outer dia Pipes DSR 2018 18.8.1 | BI01010001010000000000000515BI0100001241 | 2040 | Mtrs. |
| 130 | 129.01 | 20 mm nominal outer dia Pipes DSR 2018 18.8.2 | BI01010001010000000000000515BI0100001242 | 680 | Mtrs. |
| 131 | 130.01 | 25 mm nominal outer dia Pipes DSR 2018 18.8.3 | BI01010001010000000000000515BI0100001243 | 160 | Mtrs. |
| 132 | 131.01 | Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. DSR 2018 18.1\nInternal work - Exposed on Wall DSR 2018\n20 mm dia nominal bore DSR 2018 18.10.2 | BI01010001010000000000000515BI0100001244 | 120 | Mtrs. |
| 133 | 132.01 | 25 mm dia nominal bore DSR 2018 18.10.3 | BI01010001010000000000000515BI0100001245 | 470 | Mtrs. |
| 134 | 133.01 | 32 mm dia nominal bore DSR 2018 18.10.4 | BI01010001010000000000000515BI0100001246 | 780 | Mtrs. |
| 135 | 134.01 | 40 mm dia nominal bore DSR 2018 18.10.5 | BI01010001010000000000000515BI0100001247 | 1090 | Mtrs. |
| 136 | 135.01 | 50 mm dia nominal bore DSR 2018 18.10.6 | BI01010001010000000000000515BI0100001248 | 150 | Mtrs. |
| 137 | 136.01 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. DSR 2018 18.12 \nEXTERNAL WORKS\n40 mm dia. nominal bore DSR 2018 18.12.5 | BI01010001010000000000000515BI0100001249 | 100 | Mtrs. |
| 138 | 137.01 | 50 mm dia. nominal bore DSR 2018 18.12.6 | BI01010001010000000000000515BI0100001250 | 100 | Mtrs. |
| 139 | 138.01 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design: DSR 2018 18.33\n DSR 2018 18.33.1\nWith common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001251 | 4 | Each |
| 140 | 139.01 | Painting of GI pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality. DSR 2018 18.4\n40 mm dia. nominal bore DSR 2018 18.40.5 | BI01010001010000000000000515BI0100001252 | 100 | Mtrs. |
| 141 | 140.01 | 50 mm dia. nominal bore DSR 2018 18.40.6 | BI01010001010000000000000515BI0100001253 | 100 | Mtrs. |
| 142 | 141.01 | Providing and Fixing full way lever operated forged brass ball valve of brass body with forged brass hard chromeplated steel ball tasted to a pressure not less than 15 kg/sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. DSR 2018 N.S.-7\n(a) 15 mm diaa) | BI01010001010000000000000515BI0100001254 | 512 | Each |
| 143 | 142.01 | (b) 20 mm diab) | BI01010001010000000000000515BI0100001255 | 192 | Each |
| 144 | 143.01 | (c) 25 mm diac) | BI01010001010000000000000515BI0100001256 | 20 | Each |
| 145 | 144.01 | (d) 32 mm diad) | BI01010001010000000000000515BI0100001257 | 210 | Each |
| 146 | 145.01 | (e) 40 mm diae) | BI01010001010000000000000515BI0100001258 | 380 | Each |
| 147 | 146.01 | (f) 50 mm diaf) | BI01010001010000000000000515BI0100001259 | 150 | Each |
| 148 | 147.01 | Providing and fixing Thermoflex or Careflex thermal insulation tubing, a elastomeric flexible material having hermetic blister closed cell structure of expanded synthetic rubber over pipes of following nominal bores and thickness including all required accessories complete as per specification. DSR 2018 NS-9\n9 mm thick (Concealed in Toilet & Exposed in Shafts \n(a) For 15.88 mm dia Pipea) | BI01010001010000000000000515BI0100001260 | 320 | RM |
| 149 | 148.01 | (b) For 22.22 mm dia Pipeb) | BI01010001010000000000000515BI0100001261 | 80 | RM |
| 150 | 149.01 | Supply and installing of low density polyethylene seamless one peace moulded tank and placing the same in proper position including all taxes labour and T&P etc for proper completion of the work. Tank should be ISI marked. | BI01010001010000000000000515BI0100001262 | 48000 | Lit. |
| 151 | 150.01 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:\nWhite Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | BI01010001010000000000000515BI0100001263 | 64 | Each |
| 152 | 151.01 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : | BI01010001010000000000000515BI0100001264 | 132 | Each |
| 153 | 152.01 | P/F 110mm dia PVC pipe of 6kg/cm2 ISI marked kishan/ prince type “A” supply of clamps other material labour T&P etc. required for proper completion of the work the pipe shall either be fixed parallel to the pipe shall either be fixed parallel to the walls with M.S Clamps or laid in wall etc. Chapter no. 19 New Item no. 02 | BI01010001010000000000000515BI0100001265 | 3490 | Rmt |
| 154 | 153.01 | Same as item no. 4 but 140 mm dia PVC pipe. [AR] | BI01010001010000000000000515BI0100001266 | 140 | Rmt |
| 155 | 154.01 | Same as item 2 Nos But for 75mm dia PVC pipe.\n[Chapter no. 19 New Item no. 04] | BI01010001010000000000000515BI0100001267 | 720 | Rmt |
| 156 | 155.01 | P/F 150x100mm square mouth a SW gully trap of ISI make (Anand make) of 100mm dia outlet compete with C.I grating and water tight C.I cover with trams [W.T not less than 5kg.] brick masonry chamber in 1:6 cement and coarse sand mortar including 8cms thick base cement concrete 1:4:8 and plaster with 12mm thick cement and coarse sand mortar 1:3 finished with neat cement and 1:2:4 cement concrete including supply of all required of proper completion of the work. [AR] | BI01010001010000000000000515BI0100001268 | 64 | Each |
| 157 | 156.01 | Providing and fixing 110mm dia PVC pipe heel rest bend superior quality including supply of all materials, labour T&P etc, required for proper completion of the work. [AR] | BI01010001010000000000000515BI0100001269 | 112 | Each |
| 158 | 157.01 | P/F PVC terminal guard (slotted cowel) 110mm dia (superior approved quality) complete including supply of all materials, labour T&P etc, required for proper completion of the work. [AR] | BI01010001010000000000000515BI0100001270 | 112 | Each |
| 159 | 158.01 | Providing and fixing of 15mm dia brass Stop Cock of approved quality (Screwed end) including supply of all material, labour T&P etc. complete. [Chapter no. 21] | BI01010001010000000000000515BI0100001271 | 512 | Each |
| 160 | 159.01 | Providing, fixing, testing and commissioning of pipe inlet fittings fabricated with Polypropylene piping/uPVC Pipe with maximum 3 inlets 40, 50 & 75 mm OD size pipe, fixed to 'P' traps including Dripseal/Pipe seal/solvent weld joint/rubber ring oint complete . | BI01010001010000000000000515BI0100001272 | 128 | Each |
| 161 | 160.01 | Providing & fixing in position upvc P\"or S\" trap of self cleaning design of following sizes for the embedded areas Making proper connection with chemical sealent joint , cutting chase / hole in floors /slabs and bringing the same in proper condition in cement concrete 1:2:4 mix complete as required. including cost of cutting and making good the walls and floors where required. | BI01010001010000000000000515BI0100001273 | 128 | Each |
| 162 | 161.01 | PART - C ELECTRICAL WORK\nA- SUB HEAD-I: WIRING POINT\nSupplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required.\n1 or 2 Module (75mm X 75mm) | BI01010001010000000000000515BI0100001274 | 640 | Each |
| 163 | 162.01 | 3 Module (100mm X 75mm) | BI01010001010000000000000515BI0100001275 | 1088 | Each |
| 164 | 163.01 | 4 Module (125mm X 75mm) | BI01010001010000000000000515BI0100001276 | 128 | Each |
| 165 | 164.01 | 6 Module (200mm X 75mm) | BI01010001010000000000000515BI0100001277 | 576 | Each |
| 166 | 165.01 | 8 Module (125mm X 125mm) | BI01010001010000000000000515BI0100001278 | 2 | Each |
| 167 | 166.01 | 12 Module (200mm X 150mm) | BI01010001010000000000000515BI0100001279 | 64 | Each |
| 168 | 167.01 | (B) Laying of conduit pipes in wall for total concealed light fan, plug points and for concealed Supply and fixing and concealing of 20 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirmingto IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid plasteringwith cement sand mortar finishedto the level with matchin colour wash including cost of all material labour and T&P etc required for proper completionof the work as per directions and to the satisfactionof Engineerin charge. | BI01010001010000000000000515BI0100001280 | 4032 | Meter |
| 169 | 168.01 | Same as in item 148 (A) but 25 mm dia 2 mm thick PVC conduit. | BI01010001010000000000000515BI0100001281 | 6720 | Meter |
| 170 | 169.01 | Supply and fixingof 2/3/4 ways round PVC junction box confirmin to ISS for 20mm dia PVC conduit concealed in wall, keeping its level upto plaster duly provided with proper size cover, screwed as directed at site by the Engineer I/C with supply of all the material labour and T&P required for proper completionof work. | BI01010001010000000000000515BI0100001282 | 512 | Each |
| 171 | 170.01 | Same as in item 154 (A) but for 25 mm dia. PVC conduit. | BI01010001010000000000000515BI0100001283 | 768 | Each |
| 172 | 171.01 | Supply and fixingof cross clamp of required size fabricated from 50mm x 12mm M.S. flat complete with fan hook includingpaintin etc. complete in all respect. | BI01010001010000000000000515BI0100001284 | 512 | Each |
| 173 | 172.01 | S & F surface/Flush mounting 12 ways SPN distribution board with additional metal door without MCB complete in all respect, as Direct by Engineer in Charge. C AT A | BI01010001010000000000000515BI0100001285 | 64 | Each |
AI Tender Summary
Tender Timeline
Jul 23, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 07, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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