Tender For Improvement Of Fis Majari In Tehsil Shri Naina Devi Ji District Bilaspur (Sh: Construction Of Reinforced Cement Concrete Storage Tank Of 100000 Ltrs Capacity At Village Guru Ka Lahour Near Gurudwara).Estimated Amount- 9,59,165/- Emd- 19200
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Project Description
Tender for Improvement Of Fis Majari In Tehsil Shri Naina Devi Ji District Bilaspur (Sh: Construction Of Reinforced Cement Concrete Storage Tank Of 100000 Ltrs Capacity At Village Guru Ka Lahour Near Gurudwara).Estimated Amount- 9,59,165/- Emd- 19200/- Time- Three Months
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations, trenches etc. in all kinds of soil such as pick 6 jumper work blasting and chiselling soft/ hard reock where blasting is prohibited in all leads and lifts i/c trimming & dressing of side levelling of bed stacking the excavated soil in 15 Cm layers when required in to sides of foundation etc. including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting timbering & dewatering where ever required complete in all respect as per the direction & to the entire satisfaction of Engineer in Charge. |
| 2 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in: |
| 3 | Foundation and Plinth complete in all respect as per entired satisfiction of engineer in charge. |
| 4 | Providing and laying cement concrete 1:1:2 (1 cement: 1 sand: 2 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- |
| 5 | Foundation and Plinth complete in all respect as per entired satisfiction of engineer in charge. |
| 6 | Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level complete in all respect as per entired satisfiction of engineer in charge. |
| 7 | Beams, cantilivers, girders and lintels sides and soffits of beams, beam haunchings cantilivers, girders, bressumers and lintels not exceeding 1 metre in depth in all leads and lifts. |
| 8 | Providing and laying cement concrete 1:2:4 work (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 9 | Suspended floor, Dome roofs, landings shelves and their supports balconies, beams, girders, bressumers and cantilevers etc in all leads and lifts of any shape in all leads and lifts. |
| 10 | Providing mild steel/tor Steel reinforcement for R.C.C work including bending, binding and placing in position complete up all leads and lifts of any shape in all leads and lifts. |
| 11 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring, shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in: |
| 12 | Foundations, footings, basis of columns & the like and mass concrete in all leads and lifts. |
| 13 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like |
| 14 | Beams, cantilivers, girders and lintels sides and soffits of beams, beam haunchings cantilivers, girders, bressumers and lintels not exceeding 1 metre in depth in all leads and lifts. |
| 15 | Providing form work of ordinary timber plankings so as to give a rough finish including centering, shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- |
| 16 | Arches, domes, vaults up to all span in all leads and lifts complete in all respect as per entired satisfiction of engineer in charge. |
| 17 | Laying in trenches, GMS Tubes (Light Grade), Tube fittings complete in all respect as per entired satisfiction of engineer in charge. (earth work in trenches to be measured and paid for separately). 150 mm Dia. |
| 18 | Providing and fixing C.L. Sluice valve (with hand wheel) as per IS:780 Class-1 upto 250 mm dia (including brass spindleand as per 15:2906 class II for diameters more than 300 mm complete with bolts, nuts, rubber insertion etc,complete in all respect as per entired satisfiction of engineer in charge. |
| 19 | Supply Valve & Scour Pipe 150 mm |
| 20 | Steel work welded in built up sections, trusses & framed work, i/c cutting hoisting & fixing in position & applying a priming coat of red paint:-In grating, framed guards, bars,ladders, railing brackets & similar works complete in all respect as per entired satisfiction of engineer in charge. |
| 21 | Providing & Fixing of Man hole cover (size 680X680) with M.S sheet 2.00 mm thick with hinges on MS. angle iron frame 35x35x3mm supporting with 40x5mm MS flat with base frame 40x40x5mm duly welded and fixed in RCC slab with anchor bolt 12mmx150mm l/c cost of welding charges, carriage fixing and applying priming coat and locking arrangement complete in all respect as per entired satisfiction of engineer in charge. |
| 22 | Finishing wall with water proofing cementpaint of approved brand & manufacture &of required shade on undecorated wall surface (Two Coats) to give an even shade after thoroughly brussing the surface to remove all dirt & & remains of loose powdered complete in all respect as per entired satisfiction of engineer in charge. Please Enable Macros to View BoQ information |
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