Minor Irrigation Department-MID has published Construction Of Mini Barrage And Lined Channel Across Thongjaorok River From Tera Loukol To Leihao Makhong Drain At Khoijuman . . Submission Date for this Tender is 01-10-2020. Barrage Tenders in As Per Tender Document Manipur. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Mini Barrage and lined channel across Thongjaorok River from Tera Loukol to Leihao Makhong Drain at Khoijuman. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (SH:- Construction of Weir) | 1 | ||
| 2 | 2 | Supplying and fitting bamboo spur 5 cm diameter of good quality bamboo at an interval of 4 cm between two bamboos and 1.2 m to 1.5 m high above the ground level 1.2 m inside the ground as directed by the Engineer-in-charge. | 2 | 44 | Rm |
| 3 | 3 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, flood-banks, marginal banks and guide bankd and filling up ground depression, lift upto 1.5 metre. | 3 | 42.9 | Cum |
| 4 | 4 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres. | 4 | 634.2 | Cum |
| 5 | 5 | Extra for every additional lift of 1.5 metres or part thereof in Hard/Dense Soil. | 5 | 90 | Cum |
| 6 | 6 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. | 6 | 211.4 | Cum |
| 7 | 7 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 7 | 56.4 | Cum |
| 8 | 8 | Providing form work i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in | 8 | ||
| 9 | 9 | (i) foundation, footings, bases of columns etc and mass concrete. | 9 | 689.4 | Sqm |
| 10 | 10 | (ii) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like. | 10 | 104 | Sqm |
| 11 | 11 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 11 | 264.2 | Cum |
| 12 | 12 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 12 | 40 | Cum |
| 13 | 13 | Steel reinforcement for R.C.C works including bending, binding and placing in position complete. (a) Thermo-Mechanically Treated bars | 13 | 10523.7 | Kg |
| 14 | 14 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering shuttering, finishing and reinforcement -all work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 14 | 292.2 | Cum |
| 15 | 15 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 15 | 40 | Cum |
| 16 | 16 | Boulder filling dry hand packed tightly as in pitching & slush etc. | 16 | 45 | Cum |
| 17 | 17 | (SH:- Construction of Side Wall) | 17 | ||
| 18 | 18 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres. | 18 | 99.66 | Cum |
| 19 | 19 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 19 | 6.64 | Cum |
| 20 | 20 | Providing form work i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in | 20 | ||
| 21 | 21 | (i) foundation, footings, bases of columns etc and mass concrete. | 21 | 60.4 | Sqm |
| 22 | 22 | (ii) Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like. | 22 | 362.4 | Sqm |
| 23 | 23 | Steel reinforcement for R.C.C works including bending, binding and placing in position complete. (a) Thermo-Mechanically Treated bars | 23 | 3064.89 | Kg |
| 24 | 24 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering shuttering, finishing and reinforcement -all work upto plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 24 | 26.58 | Cum |
| 25 | 25 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts, and struts upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). | 25 | 99.66 | Cum |
| 26 | 26 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. | 26 | 33.22 | Cum |
| 27 | 27 | (SH:- Construction of Canal) | 27 | ||
| 28 | 28 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres. | 28 | 568.6 | Cum |
| 29 | 29 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 29 | 43.74 | Cum |
| 30 | 30 | Providing form work i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in | 30 | ||
| 31 | 31 | (i) foundation, footings, bases of columns etc and mass concrete. | 31 | 875.75 | Sqm |
| 32 | 32 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 32 | 236.58 | Cum |
| 33 | 33 | Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. | BI01010001010000000000000515BI0100001129 | 189.53 | Cum |
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