Uttar Pradesh Projects Corporation Limited has published Tender For Construction Of Theory Room, I.T. Lab And Library Building Govt. I.T.I. Campus Building, Sitapur. Submission Date for this Tender is 16-03-2024. Building Work Tenders in sitapur Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. |
| 2 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. |
| 3 | Construction of drain along apron.Size 150 X 150mm. |
| 4 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. |
| 5 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at groundfloor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm(4) Treatment of soil along external perimeter of building 7.5 liters/sqm.(5) Treatment of soil under apron along external perimter 5 liters/sqm. |
| 6 | RCC Work for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) [1 cement :1.5 coarse sand :3 stone aggregate] M-20 |
| 7 | As in item 7 abovebut inR.C.C.Footing / foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete). M-20 |
| 8 | As in item7 above but in R.C.C. columns in1:1.5:3having strength not less than M 150. (PWD- 289) M-20 |
| 9 | Class 150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. |
| 10 | Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 11 | Brick work in super-structure above plinth level up to floor two level (up to two storeys) includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand) |
| 12 | Same as in item no. 5 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. |
| 13 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. |
| 14 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 [1 cement :1.5 coarse sand :3 stone aggregate] in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20 |
| 15 | As in item 1 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) [1 cement :1.5 coarse sand :3 stone aggregate] M-20 |
| 16 | As in item 1 above but in R.C.C. columns in1:1.5:3having strength not less than M 150. (PWD- 289) M-20 |
| 17 | P/F Mild steel or iron 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 all steel and and over lapping & hooks. |
| 18 | 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 20 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 21 | Foundations, footings, bases of columns, etc. for mass concrete |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 23 | GST Extra as applicable |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
