Water Resources Department-WRD has published Construction Of Gorabari Kamala Bundh Surface Flow Minor Irrigation Scheme At Mouza Gorabari Jl No 167 Plot No 243 Block Khatra In The District Of Bankura Under Bankura ( Ai ) Division Under Paray Samadhan Programme. Submission Date for this Tender is 25-01-2021. Irrigation Work Tenders in Mouza Gorabari JL NO 167 Plot No 243Block Khatra West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Gorabari Kamala Bundh Surface Flow Minor Irrigation scheme at mouza Gorabari JL No 167 Plot No 243 Block Khatra in the District of Bankura under Bankura (AI) Division under Paray Samadhan Programme | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Pumping out water from ponds or tanks | BI01010001010000000000000515BI0100001113 | 625 | Cum |
| 2 | 2 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. | 500 | Sqm | |
| 3 | 3 | Clearing and removal of water hyacinth including weeds, thick and thorny floating jungles and burning them to ashes when dry or removing them outside Government land including all leads and lifts to stack in a nearby available space complete. | 525 | Sqm | |
| 4 | 4 | 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 post work) | 4133.1 | Cum | |
| 5 | 4.1 | 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) | 5166.38 | Cum | |
| 6 | 4.2 | 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 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) | 1033.28 | Cum | |
| 7 | 5 | Extra rate where land is to be arranged by the contractor on items no 1, 2 & 3 for disposal of spoils. | 2066.55 | Cum | |
| 8 | 5.1 | Extra rate for each additional km or part thereof above the initial lead of 1.5 km\non items no 1, 2 & 3 | 1033.28 | Cum | |
| 9 | 6 | Fine dressing the sub-grade slope / flank etc. to proper profile including cutting and removing spoils where necessary. | 500 | Sqm | |
| 10 | 7 | Extra rate for compact earthwork in embankment by watering, rolling with sheep foot oller or loaded truck in layers of 23 cm. asper direction of the Engineer -in-Charge | 2000 | Cum | |
| 11 | 8 | Construction of display board made with 250mm thick 1st class brick work in cement mortar (4:1) of size 1500mmx1200mm,foundation consisting of 150mm thick sand filling below the jhama brick flat soling,13mm thick(4:1) both side cement plaster up to G.L,painting with best quality synthetic enamel paint of approved make & brand including painting block letters & digits(Size above 4 cm & up to 5cm) with black japan or any approved paint as per direction of E.I.C in accordance with supplied specific approved drawing including necessary earth work in excavation in all sorts of soil,filling in foundation with earth in all respect with all costs of labour and materials. | 1 | Nos. | |
| 12 | 9 | 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. a) Depth of excavation not exceeding 1,500 mm. | 56.745 | Cum | |
| 13 | 10 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 76.68 | Sqm | |
| 14 | 11 | Cement concrete with 32 mm down graded gravel excluding shuttering. In ground floor (a) 1:3:6 proportion | 9.05 | Cum | |
| 15 | 12 | 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) | 21.525 | Cum | |
| 16 | 13 | 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)(f) 25 mm to 30 mm shuttering without staging in foundation. | 37.2 | Cum | |
| 17 | 14 | 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] ii) With 1:4 cement mortar (a) 20 mm thick plaster | 91.55 | Sqm | |
| 18 | 15 | Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. complete. | 99.08 | Sqm | |
| 19 | 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) (a) With earth obtained from excavation of foundation | 5.41 | Cum | |
| 20 | 17 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth | 1.89 | Sqm | |
| 21 | 18 | Supplying R.C spun pipe(NP2) 300 mm and matching coller as per specfication including loading unloading cariage and stacking properly at site as per instruetion of EIC inclusre of all taxes. Dia 30cm and 600 mm NP3 spigot Spun Pipe i) 300mm dia-pipe\n | 8 | M | |
| 22 | 18.1 | ii)600mm dia-pipe | 24 | M | |
| 23 | 18.2 | ii)Collar 300 mm | 4 | Each | |
| 24 | 19 | GST @ 5.00 % total of item sl no 1 to 18.2 = Rs 1218965.58 x 5% = Rs 60948.27 | 1 | Item | |
| 25 | 20 | CESS @ 1.00 % total of item sl no 1 to 19 = Rs 1279913.85 x 1% = Rs 12799.13 | 1 | Item |
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