Water Resources Department-WRD has published Excavation Of Alampur Water Detention Structure Wds Including Construction Embankment Inlet Outlet At Mouza Alampur Jl107 In Block Bamongola Under Wbadmi Project In The District Of Malda. Submission Date for this Tender is 29-01-2021. Embankment Tenders in Mouza Alampur JL107 in Block Bamongola West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Excavation of Alampur WDS including construction outlet structure at Mouza –Alampur J.L.- 107 in Block Bamangola under WBADMI Project in the District of Malda. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Cutting uprooting and clearing jungles including shribs, water weeds, bushes, trees, plants upto 30cm Girth including removing as directed by the Engineer-in-Charge. \nEmbankment | 1 | 1320 | Sqmt |
| 2 | 2 | Excavation in ordinary soil/mixed soil i.e.clay mixed withmoorun, kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with\nhydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes inaccordance with requirement of lines, grades and cross sectionand 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)\n | 1.01 | 4709.21 | Cum |
| 3 | 3 | Excavation in gravel/moorum/kankar/compact moorum/very much weathered rock/sticky soil mixed with moorum or ghooting 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 post work). | 1.02 | 96.11 | cum |
| 4 | 4 | Construction of embankment by earth moving machinery with approved materials already deposited at site available from river bed cutting and excavation from drain and foundation of other structures as per given profile for formation of bank and as per directon of the Engineer-in-charge.(Payment will be made on the basis of Pre-work & Post-work level after necessary void deduction) | 1.03 | 1485 | cum |
| 5 | 5 | 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 of finished surface area of the slope). | 2 | 704 | Sqmt |
| 6 | 6 | Turfing with chorkata or durba grass sods 5cm to 8cm thick in slope, crest berms etc. of canals and drainage channels including fine dressing within a lead of 150 metre and all lifts including watering ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on grown grass only). | 3 | 484 | Sqm |
| 7 | 7 | 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).. | 4 | 1 | no |
| 8 | 8 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.\na) Depth of excavation not exceeding 1,500 mm. | 5 | 39.5 | Cum |
| 9 | 9 | (A) 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) (B) Do - by fine sand | 6 | 6 | Cum |
| 10 | 10 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 6.01 | 40 | Cum |
| 11 | 11 | 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. \n(a)Pakur variety | 7 | 18.65 | Cum |
| 12 | 12 | 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).[Excluding cost of chipping over concrete surface]\nii) Mortar Mix. 1 : 4, b) 15 mm thick | 9 | 78.03 | Sqm |
| 13 | 13 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. | 10 | 78.03 | Sqm |
| 14 | 14 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work\n\n\n | 11 | 118.77 | Sqm |
| 15 | 15 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row.\nProviding and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD\n(i) 300 mm NP3 Pipe | 12 | 20 | mt |
| 16 | 16 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 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)\n(a) With earth obtained from excavation of foundation. | 14 | 7.9 | mt |
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