Tender For Construction Of Road Protection Wall Near Radhagobinda Mandir At Baliadanga Hindupara Sansad Iv, Mouza-Baliadanga, J L No-72 Under Kaliachak-Ii Gp. Of Kaliachak - I Development Block, Malda.
Tender Overview
Project Description
Tender For Construction Of Road Protection Wall Near Radhagobinda Mandir At Baliadanga Hindupara Sansad Iv, Mouza-Baliadanga, J L No-72 Under Kaliachak-Ii Gp. Of Kaliachak - I Development Block, Malda.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Mar-2023 | FEE CORRIGENDUM | Fee | 23-Mar-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 75m. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. (P - 1, I - 2a)(a) Depth of excavation not exceeding 1500 mm. |
| 2 | 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).[PWD Schedule Page No. 1, Item No. 3] |
| 3 | 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).[PWD Schedule Page No. 1, Item No. 3](ii) With carried earth arranged by the contractor |
| 4 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. (P - 14, I - 1) |
| 5 | Cement concrete with graded stone balast (40 mm. size) excluding shuttering.In ground floor and foundation (P - 34, I - 22) (a) 6:3:1 proportion |
| 6 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Rajmahal variety (P - 26, I - 10) |
| 7 | Hire and labour charges for shuttering with hard wood for precast R.C. Slab curved, or straight and striking out the same including fitting fixing the precast slab in position with necessary carriage and haulage, hoisting etc. complete in all respect.(P - 42, I - 36) |
| 8 | Reinforcement for reinforced concrete work in the all sorts of structure including distribution bars, binders etc. including supply of rods, initial straightening and removal of loose rust(if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and up to roof of ground floor/up to 4m.(I) Tor steel/Mild steel(P - 43, I - 40 a(i)) |
| 9 | Brick work with 1st classbricks in cement mortar(4:1) proportion.(a) In foundation and plinth (P - 15, I - 7a) |
| 10 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface, including throating,nosing and drip course where necessary(ground floor).(a)With 4:1 cement mortar(i) 15mm. thick plaster (P - 189, I - 1(ii)b) |
| 11 | Neat cement punning about 1.5 mm. thick in wall dado, window, sills, floor, drain etc. (P - 192, I - 15) |
| 12 | A. Blast Furnace Slag, Cinder, stone, Jhama, (PWD, R & B Schedule, P - 327, I - 17.06).Laterite, etc (i) Grading by Sieve Analysis as per IS: 2386(Part – I) |
| 13 | A. Blast Furnace Slag, Cinder, stone, Jhama, (PWD, R & B Schedule, P - 327, I - 17.06).Laterite, etc (ii) Flakiness Index & Elongation IndexCombined |
| 14 | A. Blast Furnace Slag, Cinder, stone, Jhama, (PWD, R & B Schedule, P - 327, I - 17.06).Laterite, etc x) Determination of Aggregate Impact Value as per IS: 2386 (Part – IV)(Part – I) |
| 15 | C. BRICKS (PWD, R & B Schedule, P - 328, I - 17.06).Laterite, etc(i) Determination of Compressive Strength as per IS: 3405 (Part I-IV) |
| 16 | C. BRICKS (PWD, R & B Schedule, P - 328, I - 17.06).Laterite, etc(ii) Determination of Water Absorption as per IS: 3405 (Part I-IV)Combined |
| 17 | C. BRICKS (PWD, R & B Schedule, P - 328, I - 17.06).Laterite, etc (iii) Determination of Efflorence as per IS: 3405 (Part I-IV) |
| 18 | D. SAND (PWD, R & B Schedule, P - 328, I - 17.06). (i) Grading by Sieve Analysis as per IS: 2386(Part – I) |
| 19 | H. STEEL (PWD, R & B Schedule, P - 329, I - 17.06).Laterite, etc(i) Tensile Strength of Steel as per IS: 1608 & 2026 |
| 20 | I. CEMENT (PWD, R & B Schedule, P - 329, I - 17.06).Laterite, etc. (i) Fineness by dry sieving as per IS: 4031 (Part-I)(Part – I) |
| 21 | TEST OF CONCRETE (PWD, R & B Schedule, P - 330, I - 17.07).Laterite, etc (i) Slump Test as per IS: 1199(Part – I) |
| 22 | TEST OF CONCRETE (PWD, R & B Schedule, P - 330, I - 17.07).Laterite, etc(viii) Determination of Compressive Strength of Cored Sample (Sample to be supplied) as per IS: 1199 & 516 |
| 23 | Add GST18.00% |
| 24 | Add Labour welfare cess @1.00% |
| 25 | Add:- contingency within 3 %(with Display Board) |
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