Construction Of P . C . C . Road From Bikash Mondal House To Towards Amlai Road Via Balu House And P . C . C . Drain From Vitan House To Towards Balu House In Ward No 10 Under Nalhati Municipality, Ward No 10-West Bengal
TDR : 23716127
Tender Notice
BOQ
Expired
Ward No 10
West Bengal
Construction Of P . C . C . Road From Bikash Mondal House To Towards Amlai Road Via Balu House And P . C . C . Drain From Vitan House To Towards Balu House In Ward No 10 Under Nalhati Municipality
Name of Work : Construction of P.C.C. Road from Bikash Mondal house to towards Amlai Road via Balu house & P.C.C. Drain from Vitan house to towards Balu house in ward no 10 under Nalhati Municipality.
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
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 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. R-150.00m X 2.10m X 0.15m =47.25M3 D-140.00mX 0.80m X 0.675m=75.60 M3
123
%M3
2
2
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\nfinished quantity) (B) Do - by fine sand R-150.00m X 2.10m X 0.10m=31.50M3 D-140.00mX 0.80m X 0.125m=14.00M3
45.5
%M3
3
3
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. a) Pakur Variety
5
M3
4
4
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. a) Pakur Variety R-150.00mX 2.1 m X 0.125m=39.375 M3 D-140.00mX 0.80m X 0.10m=11.20M3 W-2X140.00m X 0.25m X 0.45m=31.50M3 ------------------------------------------------- 0 82.075 M3
83
M3
5
5
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) (a) 25 mm to 30 mm thick wooden shuttering without staging in fd - 2X 140X0.001m =28.00 M2 R-2X150.00m X 0.125m=37.5.00M3 D-4m X 140X0.450m=252.00M2 -------------------------------------------- - 317.50 m2
318
M2
6
6
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar\nincluding rounding off or chamfering corners as directed and\nraking out joints including throating, nosing and drip course,\nscaffolding/staging where necessary (Ground floor).[Excluding\ncost of chipping over concrete surface] ii) With 1:4 cement mortar b) 15 mm thick plaster D-140.00m X 1.70m
238
M2
7
7
Neat cement punning about 1.5mm thick in wall, dado, window\nsill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m. (As per Plaster)
238
M2
8
8
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. R-150.00m X 2.10m= 315.00M2 D-4X140.00m X 0.45m=252.00M2
427
M2
9
9
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 .........per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m I. SAIL/ TATA/RINL
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