Providing Fhtcs Of Various Lwss Gwss Of Multi Villages Of Gp Amboya Banour Danda Danda Anj Nagheta Shiva Sanog Rajpura In Tehsil Paonta Sahib District Sirmour Hp Construction Of Storage Tabnk 20000 Ltr Capacity 4 No Intake Tank And Laying Jointing Of Gi P
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Project Description
Providing Fhtcs Of Various Lwss Gwss Of Multi Villages Of Gp Amboya Banour Danda Danda Anj Nagheta Shiva Sanog Rajpura In Tehsil Paonta Sahib District Sirmour Hp Construction Of Storage Tabnk 20000 Ltr Capacity 4 No Intake Tank And Laying Jointing Of Gi Pipes In Distribution System At Village Atwal Kotra Mathaur Danda Pagar Dandiwala Kandela Adwar And Kulthina
BOQ
| Name of Work:- Providing FHTC's of various LWSS/GWSS of Multi villages of G.P. Amboya, Banour , Danda, Danda Anj Nagheta , Shiva Sanog , Rajpura in Tehsil Paonta Sahib District Sirmour HP (SH: C/O of Storage tank 20000 ltr. Cap, 4 No. Intake tank & Laying , jointing of G.I. Pipes in distribution system) at village Atwal, Kotra Mathaur, Danda, Pagar Dandiwala, Kandela Adwar & Kulthina)Estimated Cost:- Rs. 6,80,289/- Earnest Money:- Rs. 13,610/- Time:- Six (6) Months Tender Fee:- Rs. 250/- | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation in foundation and trenches etc.in earth work in all kinds of soil such as pick work ,jumper work decomposed conglomerate saturated soil soft and hard rock upto all leads lifts stacking the excavated soil not more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm layers when required in to plinth sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with in all leads lifts and as per directions of the Engineer-in-charge. (P.W. & J.W. 50% each) | BI01010001010000000000000515BI0100001113 | 29.96 | cum |
| 2 | 2 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone agg.40mm nominal size)and curing complete excluding the cost of form work in foundation & plinth including all leads lifts and carriage of material and as per the directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 2.86 | cum |
| 3 | 3 | Providing form work with steel sheets 3.15mm thick welded with angle iron 30x30x5 mm so as to give rough finish i/c centring shuttering structing and propping etc. with wooden bettens & Ballies, height or propping & centering below supporting floor to ceiling not exceeding 4 mtr.and removal of the same for insitu RCC work and PCC work.including all leads lifts and carriage of material at site & as per direction of Engineer in-charge in:- | BI01010001010000000000000515BI0100001115 | ||
| 4 | 3.01 | a) Flat surfaces such as sofits and suspended floors, roofs landing and the like floors etc. up to 200 mm in thickness. | BI01010001010000000000000515BI0100001116 | 18.98 | Sqm |
| 5 | 3.02 | b) Vertical surface such as wall (any thickness. Partition and the like i/c attached plasters, buttress , plinth and string course and the like. | BI01010001010000000000000515BI0100001117 | 142.16 | Sqm |
| 6 | 4 | Providing and laying cement concrete work 1:1-1/2:3 (1cement:1-1/2 sand: 3 gradeds stone agg. 20mm nominal size & curing complete) excluding cost of form work and reinforcement for RCC work including all leads lifts complete and carriage of material etc. as per directions of Engineer in-charge. | BI01010001010000000000000515BI0100001118 | ||
| 7 | 4.01 | a) Foundation and plinth | BI01010001010000000000000515BI0100001119 | 4.43 | Cum |
| 8 | 4.02 | b) Wall ( any thickness but not less than 0.10 mtrs) thickness attached pillaster , buttresses plinth and string courses etc. | BI01010001010000000000000515BI0100001120 | 12.31 | Cum |
| 9 | 5 | Providing and laying cement concrete 1:2:4 (1cement:2app.sand:4app. graded stone agg.20mm nominal size)and curing complete excluding the cost of form work in reinforcement in Suspended floor, roofs landing and shelves & their supports , balconies beams girders bressumers & cantilever upto floor two level in all height and depth including all leads lifts and as per the directions of Engineer in-charge. | BI01010001010000000000000515BI0100001121 | 2.4 | Cum |
| 10 | 6 | Providing Mild Steel/Tor steel reinforcement for RCC work including bending binding & placing in positing I/c all leads lifts and carriage of material and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001122 | 1674.8 | Kg |
| 11 | 7 | Providing and fixing C.I. manhole cover of frame 600x600 mm made up of 3.15 mm thick plain MS Sheet fixed in angle Iron frame of 50x50x5mm supported with M.S. Flat 50x5mm of center of sheet including finishing hold fast , hinges and locking arrangement and lock of medium size etc, complete in all respect including all leads lifts and carriage of materials as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 5 | No. |
| 12 | 8 | Providing & fixing 100 mm dia C.I. Vent Pipe including Cowl including all leads lifts and carriage of material and as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001124 | 1 | No. |
| 13 | 9 | Laying & jointing of G.I. Pipes (Light grade) in trenches ( earth work in trenches to be measured and paid for seperately) complete ncluding all leads lifts and carriage of materials as per direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001125 | ||
| 14 | 9.01 | Scour Pipe 50mm dia (L) | BI01010001010000000000000515BI0100001126 | 34 | Rmt |
| 15 | 10 | Excavation in drains and channels etc. in earth work in all kinds of soil such as pick work,jumper work ,blasting work decomposed conglomerate saturated soil soft rock and hard rock including dressing of sides and beds and preparation of sub grade to level or slope including refilling the trenches and disposing of surplus earth upto all leads lifts disposed earth to be levelled and neatly dressed including jungle clearance and as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001127 | 909 | Cum |
| 16 | 11 | Laying, jointing ,testing & commissioning in trenches following dia socketted galvanised mild steel tube of varous dia of light grade as under confirming to BIS: 1239- (Part-I) 1990 or latest with upto date ammendments , capable of withstanding required test pressure as BIS Code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be socketted , Tees & bends shall be manufactured from parental pipe etc. and cutting of pipes wherever required as per site requrement as per site conditions including carriage in all leads & lifts and as per direction of Engineer incharge.((earth work in trenches to be measured and paid for seperately) | BI01010001010000000000000515BI0100001128 | ||
| 17 | 11.01 | i)32 mm dia (L) | BI01010001010000000000000515BI0100001129 | 2365 | Rmt |
| 18 | 11.02 | ii)25 mm dia (L) | BI01010001010000000000000515BI0100001130 | 2485 | Rmt |
| 19 | 11.03 | iii)20 mm dia (L) | BI01010001010000000000000515BI0100001131 | 200 | Rmt |
| 20 | 12 | Providing & fixing Brass Full Way Valve with wheel of superior quality as per standard design & relevant ISS of following dia meter complete in all respect including all leads lifts and carriage of material at site as per direction of Engineer in charge. | BI01010001010000000000000515BI0100001132 | ||
| 21 | 12.01 | i)32 mm dia (L) | BI01010001010000000000000515BI0100001133 | 4 | No. |
| 22 | 12.02 | ii)25 mm dia (L) | BI01010001010000000000000515BI0100001134 | 6 | No. |
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