Tender For Restoration Of Rain Damages Lwss Behi Pathiar 1St & 2Nd And Lwss Pheti Rajol 1St & 2Nd In Tehsil Jawali Distt Kangra (H.P) (Sh:-C/O Reinforced Cement Concrete Raw Water Tank Capacity 70,000 Ltr, Construction of Sedimentation Tank Capacity
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Project Description
Tender for Restoration Of Rain Damages Lwss Behi Pathiar 1St & 2Nd And Lwss Pheti Rajol 1St & 2Nd In Tehsil Jawali Distt Kangra (H.P) (Sh:-C/O Reinforced Cement Concrete Raw Water Tank Capacity 70,000 Ltr, Construction of Sedimentation Tank Capacity 1,40,000 Lts, Construction of Slow Sand Filter Bed In Lwss Behi Pathiar Phase 1St And 2Nd. & Construction of Reinforced Cement Concrete Storage Tank Capacity 1,50,000 Ltr. (Under Pdna/Rastoration)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge. |
| 2 | Providing & laying cement concrete 1:3:6 (1cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth. |
| 3 | Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. |
| 4 | Providing & laying cement concreteusing 1:1.5:3 with graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 5 | Foundation,footing,bases of columns and the like & mass concrete |
| 6 | wall (any thickness but nit less 0.10 mts.thikness) attached pillasters,buttresses plinth & string courses etc.from top of found level upto floor two level. |
| 7 | Providing and laying cement concrete 1:1.5:3 ( 1 cement : 1.5 Sand : 3 graded stone aggregate , 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement in : |
| 8 | Suspended floor roofs, landing and shelves and their support balconies, beams,girders,bressumers and cantilevers up to floor two levels. |
| 9 | Providing and laying cement concrete 1:2:4 (1cement: 2sand: 4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in Suspended floor roofs, landing and shelves and their support balconies, beams.girders, bressumers and cantilevers up to floor two level. |
| 10 | Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- |
| 11 | Vertical wall |
| 12 | Foundations, footings, basis of columns etc. and mass concrete. |
| 13 | Beams, Cantilevers, girders and lintels : Sides and soffits of beams, beam haunchings, cantilevers, girders , bressumers and lintels not exceeding 1 metre in depth. |
| 14 | Flat surfaces such as soffits of suspended floors , roofs,landings and the like.Floors etc up to 200mm in thickness. |
| 15 | Arches (Dome) |
| 16 | Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) |
| 17 | Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level |
| 18 | Steel work welded in built up sections , trusses & framed work i/c cutting , hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed , guards, bars, ladders, railing, brackets & similar works. |
| 19 | Providing & laying in trenches GMS / MS Tubes (L / M class) tube fitting (Earth work in trenches to be measured & paid for separately) |
| 20 | 150 mm dia |
| 21 | Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) |
| 22 | 150 mm dia |
| 23 | 100mm diameter for inlet, outlet and scour: |
| 24 | Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways |
| 25 | Providing and fixing of 3.15mm MS Sheet Manhole cover 600X600mm fixed on all sides with ISA 40x25x5mm top angle iron frame hinged on ISA 35x35x5mm bottom angle iron frame as per drawing. Pieces of MS Flat 20x4mm, 0.15m long be fixed on all sides as hold fast. The operation of manufacturing shall including cutting of MS Sheet, Angle Section & welding of MS Sheets, Angle Section, Hinges, Handles 150mm long, 20x4mm flats, locking arrangement and applying a priming coat of steel primer after pretreatment of surface to the entire satisfaction of the Engineer-in-Charge. |
| 26 | Prov. ,Laying, jointing of G.I. Pipes (Medium grade),tube fittings in trenches I/c earth work complete:- |
| 27 | Inlet pipe , 100 mm dia |
| 28 | Out let pipe , 100 mm dia |
| 29 | Scour pipe , 100 mm dia |
| 30 | Providing and fixing of 3.15mm MS Sheet Manhole cover 600X600mm fixed on all sides with ISA 40x25x5mm top angle iron frame hinged on ISA 35x35x5mm bottom angle iron frame as per drawing. Pieces of MS Flat 20x4mm, 0.15m long be fixed on all sides as hold fast. The operation of manufacturing shall including cutting of MS Sheet, Angle Section & welding of MS Sheets, Angle Section, Hinges, Handles 150mm long, 20x4mm flats, locking arrangement and applying a priming coat of steel primer after pretreatment of surface to the entire satisfaction of the Engineer-in-Charge. |
| 31 | Providing & placing in horizontal layers filtering media duly graded,screened,cleaned & washed as specified : |
| 32 | Top layer , Fine Sand |
| 33 | Second layer , coarse sand 3mm to 6mm |
| 34 | Third layer , Bazri 6mm to 20 mm |
| 35 | Fourth layer , Bazri 20mm to 25 mm |
| 36 | Bottom layer , Broken stone 50mm to 75mm |
| 37 | Providing & placing dry bricks in two layers so as to make drains : |
| 38 | Providing 200mm wide cast iron rungs with chequered orribbed non slip surface including fixing in manholes with 200x200x100mm cement concrete 1:3:6 (1 cement :3 sand 6gradedstone aggregate 20 mm nominal size |
| 39 | Providing & fixing C.I. flanged Sluice valve as per IS 14846/2000 of nominal pressure and designation (PN-1.0) with cap (LEADER MAKE) |
| 40 | 125 mm nominal size |
| 41 | 100 mm nominal size |
| 42 | 80 mm nominal size |
| 43 | 65 mm nominal size |
| 44 | 50 mm nominal size Please Enable Macros to View BoQ information |
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