South Bengal State Transport Corporation-SBSTC has published Construction Of The Terminal-Cum-Depot Of Sbstc At Tamluk , Dist . Purba Medinipur . Infrastructural Development Works For The Construction Of The Terminal Cum Depot Of Sbstc At Tamluk , Dist . Purba Medinipur . . Submission Date for this Tender is 06-11-2020. Building Work Tenders in TAMLUK DIST PURBA MIDNAPUR West Bengal. Bidders can get complete Tender details and download the document.
Name of Work: Infrastructural development works for the construction of the terminal-cum-depot of SBSTC at Tamluk, Dist. Purba Medinipur. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities notexceeding 15 cm depth and disposal of the rubbishwithin a lead upto 75 m as directed.(Ref. Page no-1, Item No1) | BI01010001010000000000000515BI0100001113 | 4987.9 | Sqm |
2 | 2 | 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. Depth of excavation not exceeding 1500mm. \n(Ref. Page no-1, Item No2(a) \n | BI01010001010000000000000515BI0100001114 | 440 | % cum |
3 | 3 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.\n(Ref. Page no-14, Item No 1) | BI01010001010000000000000515BI0100001115 | 240 | Sqm |
4 | 4 | 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) (Ref. Page no-2, Item No 4(a) | BI01010001010000000000000515BI0100001116 | 1200 | % cum |
5 | 5 | 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.(Ref. Page no-2,Item No-3(a) | BI01010001010000000000000515BI0100001117 | 160 | % cum |
6 | 6 | 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 carried earth arranged by the contractor within a radius of 3 km. including cost of carriage (Ref. Page no-2,Item No-3(a) | 660 | % cum | |
7 | 7 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)\nIn ground floor(i) (1:3:6 proportion)\n(Ref. Page no-34,Item No-22) | 212 | cum | |
8 | 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. 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(TATA/SAIL/RINL)(Ref. Page no-43,Item No-40,(a),(i) | 16.98 | MT | |
9 | 9 | 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)\na) For25 mm to 30 mm thick wooden shuttering without staging in foundation.\n(Ref. Page no-42 Item No -36(a) | 1068 | Sqm | |
10 | 10.1 | 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).With 4:1 cement mortar Inside.(Ref. Page no-189,Item No-1 ) (a)15 mm. thick plaster(1:4)\n | 800 | Sqm | |
11 | 10.2 | (b) 20 mm thick plaster(1:4) | 840 | Sqm | |
12 | 11 | Neat cement punning about 1.5 mm. thick in wall, dado,window, sills, floor, drain etc.NOTE : Cement 0.152 cu.m. per 100 sq.m.(Ref. Page no-192,Item No-15 | 232 | Sqm | |
13 | 12 | Controlled Cement Concrete with graded stonechips (20 mm. size) excluding shuttering and reinforcement, if any, in ground floor, Pakur Variety.\nM-25 Grade (Ref. Page no-25,Item No-6(i) | 500 | cum | |
14 | 13 | Priming one coat on steel or other metalsurface with synthetic oil bound primer ofapproved quality including smootheningsurfaces by sand papering etc.\n(Ref. Page no-200,Item No-1(b) | 100 | Sqm | |
15 | 14 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(Ref. Page no-200,Item No-2). | 100 | Sqm | |
16 | 15 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.\n(Ref. Page no-16,Item No-16). | 1000 | Sqm | |
17 | 16 | Applying exterior grade Acrylic Primer ofapproved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paintincluding scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC.(Ref. Page no-196,Item No- 8).(In Ground Floor)(a) One Coat\n | 1600 | Sqm | |
18 | 17 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as permanufacturer's specification and as per direction of EIC to be applied over acrylic primer as equired. The rate includes cost of material, labour, caffolding and all incidental charges but excluding the cost of primer\n(b)) Premium 100% Acrylic Emulsion\n(Ref. Page no-197 Item No- 17). | 1600 | Sqm | |
19 | 18 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.\n(Ref. Page no-47,Item No-3) | 2320 | Sqm | |
20 | 19 | M.S. gate of Jail type as per approved design made of strong M.S. frame work,intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.(Ref. Page no-105,Item No-16). | BI01010001010000000000000515BI0100001118 | 10 | qtn |
21 | 20 | Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design (Ref. Page no-105,Item No-17). | BI01010001010000000000000515BI0100001119 | 8 | kg |
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