Purvanchal Vidyut Vitaran Nigam Limited has published Raising Of Floor Shed No-1 And 2, Construction Of Drain, And Local River Sand Filling And Re- Laying Of Interlocking Tiles For Mainting Proper Slope Of Entire Area At T/F Repair Workshop District- Siddharthnagar. Submission Date for this Tender is 15-07-2022. Shed Construction Tenders in Siddharth Nagar Uttar Pradesh. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 08-Jul-2022 | Date | Date | 15-07-2022 |
Sl. No. | Item Description |
1 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.5 meter (5ft) and lead upto 30 meter (100 ft.) and including filling, watering, and ramming of excavated earth into the trenches or into the space between the building and the side of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 Meters (100Ft.) from the foundation trenches.(C.S.I. No 4.01) |
2 | Concrete with 4 cm. (1.5") gauge Brickballast, coarse sand of 2.5 fineness modulous and cement in proportion of 8:4:1 in foundation and under floors and supply of all materials, labour and T&P etc. required for proper completion of the work. (C.S.I. NO. 5.04) |
3 | 1st Class brick ( class-150) work in 1:6 cement and coarse sand (F.M. 1.5.to 2.0 ). mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. (C.S.I. No.6.01) |
4 | Same as in item no. 3above B.W. in 1:6 in super structures but for wall one brick (230mm) thick (C.S.I. No. 6.01+6.07+6.08) |
5 | Same as in item no. 3 above but B.W. in 1:4 in super structures but for wall up brick (115mm) thick (C.S.I. No. 6.03+6.07++6.09) |
6 | TMT/TOR steel in plain work such as reinforced concrete or reinforced brick work. (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage, bend hooks, and authorized overlapping shall be measured.(C.S.I. No. 9.03 ) |
7 | 12 mm (1/2") thick plaster with cement mortar in proportion of 1:4 cement and approved coarse sand over brick work, minimum thickness not to be less than 1 cm. (3/8") including supply of all materials, labour and T&P etc. required for proper completion of the work.(rates including cost of cement) (C.S.I. No.11.07) |
8 | 3mm thick floating coat of neat cement finish over roof and wall with water proofing compound including cost of all materials, labours and T&Ps etc. required for proper completion of the work (0.044xCSI No.11.15+CSI No.11.20) |
9 | Local river sand filling in plinth including supply of necessary quantity of sand from a distances not exceeding 8 Kms. (5 miles) from the site of work including watering ramming and dressing etc. Rate include cost of all materials, labour and T & P etc. required for proper completion of the work.(C.S.I. No. 4.05) |
10 | Cement concrete with 2cm. gauge approved stone ballast, approved coarse sand (FM 1.50 to 2.0)) and cement in the proportion 3:1.5:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. (C.S.I. No. 5.21) |
11 | Providing & Laying of Matelic floorHardner (Dr. Fixit or Equivalent make) on cement concrete floor including supply of all materials, labour and T&P etc. required for proper complection of workNSI |
12 | Providing Hydra whenNeeded toshift Transformer or other materials in workshop campus as per instruction of E/INSI |
13 | Dismantling and Re- Laying of dry B.O.E./ Interlocking Tiles floor including cost of all labour and T&P required for proper complection of work ( labour rates only) CSI- 15.18 |
14 | Providing and Laying 80 mm thick factory made Interlocking CC tile M-25 grade over prepared subgrade with 50 mm thick fine sand layer making joints filled properly and finished in proper level and alignment including cost of all material, labour and T&P required for proper completion of work as per direction of E/I. (CSI No.12.23) |
15 | P/L Non- Pressure NP3 class RCC pipes @300MM Dia with collers with stiff mixture of cement mortar in the proportion 1:2CSI-18.16B |
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