Tender For Re-Excavation Of Janardanpur Tank 8 At Mouza Janardanpur , Plot No -183 , 184 , 185 , 194 , 195 , 197 , 198 , 199 , J.L. No -126 , G.P. -Chhatna - Ii Under Chhatna Block In Bankura District Under Bankura (A-I) Division Under
Tender Overview
Project Description
Re-Excavation Of Janardanpur Tank 8 At Mouza Janardanpur , Plot No -183 , 184 , 185 , 194 , 195 , 197 , 198 , 199 , J.L. No -126 , G.P. -Chhatna - Ii Under Chhatna Block In Bankura District Under Bankura ( A-I ) Division Under Matir Shristi ( P-Vii )
BOQ
| Sl. No. | Item Description |
| 1 | Cutting uprooting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. |
| 2 | Pumping out water from ponds or tanks .( Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through percolation or otherwise). |
| 3 | Earth work in excavation for WDS / WHS / RESERVOIR / SFMIS etc Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun , kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and postwork) |
| 4 | Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc withhydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. ( mode of easurement : pre work and post work). |
| 5 | Excavation in soft weather rock / solt laterite rocks for WDS / WHS/RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading intippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading, leveliing disposed spoils at disposed area. (mode of measurement : pre work and post work). |
| 6 | Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).. |
| 7 | Earth work in excavation of foundation trenches for drain, in all sorts of soil(including mixed soil but excluding laterite or sand stone…….levelling , dressing and ramming the bottom,bailing out water as required complete….(a) depth of excavation not exceeding 1500 mm |
| 8 | Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level & filling joints with local sand with local sand. |
| 9 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.(d)With local hard blackstone variety chips (crusher broken) a) Using mixer machine & vibrator.i) Stone metal. |
| 10 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 11 | Plaster (to wall floor ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor) (b) 15 mm thick. (1:4). |
| 12 | Neat cement punning about 1.5 mm. Thick in wall dado, window, sills, floor, drain etc. |
| 13 | Hire and labour charges for shuttering with centering and necessary staging upto 4m. Using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns lintels curved or straightincliding fitting, fixing and striking out after completion of work (upto roof of ground floor). A)25mm to 30mm thick wodden shuttering as per decision & direction of engineer-in-charge.ii) Without stagning in foundation |
| 14 | Supplying RC spun pipe (NP2) and matching Collar as per specification including loading , unloading , carriage and stacking properly at site as per instruction of Engineer - in Charge. |
| 15 | 600 mm dia NP2 Pipe |
| 16 | Collar for 600 mm dia NP2 Pipe |
| 17 | Labour Charges for laying fitting in position RC soun pipe (NP20 with collar in canal banks roads , including caulking the joints of collar as when and necessary with cement motar (prop. 1:2) jute and bitumen etc . As approved including preparing sub-grade curing including cost and carriage of sand , cement etc. complete. |
| 18 | Earth work in filling in foundation trenches or plinth with good earth, in layers notexceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. |
| 19 | Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 20 | Supplying, testing and installation of open Weave Jute Geo- textile (JGT )having overall weight of 500 gm/sq.m, thickness 6mm, width 1220 mm, Tensile strength 10KN/m (Warp direction) × 7.50KN/m (weft direction) on slopes of embankments dressed and cut to a gradientas per design and drawing for control of surfaces oil erosion on proposed bank slope of embankment including the cost of preparation of sub-grade and excavating the trenches of 500mm deep and spade- width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the worksite, all leads and lifts complete. (Payment will made on the basis offinished surface area of the slope). |
| 21 | Add GST for hole work value @ 12% or as applicable as per Govt. rule. |
| 22 | Add Labour well fare Cess @1% of Gross Bill Value |
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