Tender For Providing Water Supply Scheme To Sullah Thamba Manoun Under Jjm In Tehsil Pal Ur Distt. Kangra (Hp) (Sh: - Demolition Of Existing Sedimentation Tank & Construction of Reinforced Cement Concrete Sedimentation Tank)
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Project Description
Tender for Providing Water Supply Scheme To Sullah Thamba Manoun Under Jjm In Tehsil Pal Ur Distt. Kangra (Hp) (Sh: - Demolition Of Existing Sedimentation Tank & Construction of Reinforced Cement Concrete Sedimentation Tank)
BOQ
| Sl. No. | Item Description |
| 1 | Demolation of existing damaged and dilapidated sedimentation tank comprising RCC and masonry structures, including breaking, removal of reinforcement, disposal of debris, stacking of reusable materials and clearing the site . complete in all respect as per the direction and to the entire satisfaction of Engineer in charge with in all leads and lifts. |
| 2 | Excavation in in earth work and disposal of excavated earth upto a lead of 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed in pick & jumper work Complete in all respect as per direction of Engineer in charge with in all leads and lifts. |
| 3 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth Complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. |
| 4 | Providing and laying cement concrete work 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : |
| 5 | Foundation footing based of columns and the like and mass concrete . complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 6 | Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge |
| 7 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level complete in all respect as per direction of Engineer-in-Charge with in all leads and lifts. |
| 8 | Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for insitu-reinforced concrete and plain. |
| 9 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Floor etc.upto 200 mm in thickness complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge with in all leads and lifts. |
| 10 | Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 11 | Providing tor steel reinforcement for RCC. Work including bending, binding and placing in position complete upto floor two level in all leads and lifts. |
| 12 | White washing with lime on undecorated wall surface two coats to give and even shade including throughly brooming the surface to remove all dirt dust mortar and other foreign matter as per direction and to the entire satisfaction of Engineer in charge. |
| 13 | Laying jointing & testing of galvanised mild steel tubes (Light grade) with all necessary fitting of various dia (earth work in trenches to be measured and paid for separately) complete in all respect as per direction of Engineer in charge with in all leads and lifts. |
| 14 | 150 mm dia |
| 15 | Providing and fixing of double flange cast iron sluice valve of following dia class PN.1.0 of kirloskar and other reputed make and confirming to IS : 14846(Latest with upto date ammendments) having seal pressure 10.20 kg/cm2 with MS flanges including nut and bolts with gasket sheet with in all leads and lifts . Complete in all respect as per direction of Engineer in Charge with in all leads and lifts. |
| 16 | 150 mm dia Please Enable Macros to View BoQ information |
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Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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