WBUDMA/DHUPGURI/01/2026-27

Earthwork in excavationof foundationofstructures as perdrawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom andbackfilling with approved material(Reference to MORT&H's specification304).1(I)A Manual Means 400.00X2X0.35X0.60=168.00 Cum

Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). PCC Grade M15 (Including shuttering) N B Variety 400.00X2X0.35X0.60=168.00 Cum 400.00X2X0.35X0.60=168.00 Cum

Granular Sub-Base with Graded Material (Table:- 400-1) B) By Mix in Place Method Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 V) Rate per cum for grading-V Material Mes-400.00X3.00X0.075=90.00Cum

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404). (North Bengal Variety) By Manual Means Grading-1(Table 400-9) Using Screening (Table 400-10) Type-B (11.2 mm aggregate) Mes-400.00X3.00X0.075=90.00Cum

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404). By Manual Means Grading-II(Table 400-9) using North Bengal Variety Materials Using Screening (Table 400-10) Type-B (11.2 mm aggregate) Mes-400.00X3.00X0.075=90.00Cum

Supplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C. c) Type - III (80 mm thickness) inter locking system Mes-400.00X3.00=1200.00 Sqm

Sub total cost of Civil Works [including CLW Cess]: [Sum of sl.(1) to sl.(6)]

Value of LW Cess : 1%

Total Cost of Civil Works [exclcluding CLW Cess]:

GST @18% over Civil Works: (7) x 0.18