Tender For Restoration Of Damages To Water Supply Scheme Tikri Kheod In Gp Jagar Tehsil Sadar Distt. Mandi Ihp). (Sh:- Construction of Source Intake Chamber With Filter Unit And Providing Sanitary Protection To Protect The Source Intake Chamber At Sa
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Project Description
Tender for Restoration Of Damages To Water Supply Scheme Tikri Kheod In Gp Jagar Tehsil Sadar Distt. Mandi Ihp). (Sh:- Construction of Source Intake Chamber With Filter Unit And Providing Sanitary Protection To Protect The Source Intake Chamber At Sambal Nallah And Laying Gi Pipe Line 32Mm Dia = 1000 Rmt. & 15Mm Dia = 300 Rmt At Village Doda Badanoo).
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations trenches etc. (for pipes and pits) upto all depths in all kinds of soil such as pick work, jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including jumper work, blasting and chiselling soft / hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and than disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting /timbering and dewatering where ever required including restoration of un-metalled / metalled paved surface of itsoriginal conditions including cost of diversion for traffic night signals fixing caution boards and fencing etc.complete in all respects in all leads and lifts. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level 1:3:6 (1 Cement: 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) in foundation and plinth in all leads and lifts. |
| 3 | Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts. |
| 4 | Random rubble masonry / polygonal rubble masonry ( uncoursed/ brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 Cement :6 sand : 12 graded stone aggregate , 20mm nominal size ) in cement mortar 1:6( 1cement:6 sand) |
| 5 | Providing and laying No fine concrete 1:6 (1cement:6 garded stone aggregate 40mm nominal size) and curing complete:- in walls (any thickness but not less than 0.1 mtr. thickness) attached pillasters, buttresses plinth and string courses etc. from top of foundation level. |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform in all leads and lifts. |
| 7 | Reinforced cement concrete work in beams suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels bands, plain window sills, staircases and spir stair cases above plinth level up to floor five leve excluding the cost of entering, shuttering, finishi and reinforcement, with 1:1.5:3 (1 cement : coarse sand): 3 graded stone aggregate 20 mm nominal size) in all leads and lifts. |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in posi and binding all complete upto plinth level. steel and Medium Tensile steel bars in all leads and lifts. |
| 9 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1) cement: 4 coarse sand) in all leads and lifts. |
| 10 | Cement concrete flooring 1: 2 : 4 (1 cement : 2 sand : 4 graded stone aggregate ) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate in all leads and lifts. |
| 11 | Brocken stone screaned, washed and graded for 50 mm to 75 mm from approved quarry in all leads and lifts. |
| 12 | Laying, jointing and testing of GMS tube in trenches (light grade) of following dia meter including providing and fixing tube fitting such as bends, tees, air valves, unions and collars etc. including carraige of GI pipes as per direction and to the entire satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) in all leads and lifts. |
| 13 | 32 mm diameter |
| 14 | 20 mm diameter |
| 15 | 15 mm diameter Please Enable Macros to View BoQ information TERMS AND CONDITIONS. |
| 16 | The work should be executed as per PWD/JSV specifications and to the entire satisfactions of the Engineer-in Charge. |
| 17 | The cement, steel and GI Pipes shall be issued by the department from JSV Divisional Store Raghunath Ka Padhar Mandi cement @ 368/- per bag, Steel Rs. 7615/-only per qtl. GI Pipe free of cost respectively. |
| 18 | The Contractor will be fully responsible for watch and ward of material at site of work. |
| 19 | Nothing shall be paid for rejected/sub-standard material at site of works. |
| 20 | Concrete work shall be done by using vibrator and concrete mixing plant. |
| 21 | Crushed aggregate will be used in concrete work. |
| 22 | Material should be used of approved quarry. |
| 23 | The work should be completed in the stipulated period. |
| 24 | The rates should be inclusive with GST and carriage . |
| 25 | 1% labour cess will be deducted from the bill of the contractor. |
| 26 | GST as applicable will be borne by the contractor. |
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Tender Published
Tender notice published.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysBid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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