WB-HMC/NIT/ED/15/EE-II/26-27

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) 4(ii) Dismantling Brick / Tile work 4(ii) B In cement mortar [PWD N.HIGHWAY WING, w.e.f 2019-20, P-73 It-4

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) 4(i) Lime /Cement Concrete 4(i)I By Manual Means 4(i)I.B Cement Concrete Grade M-15 & M-20 [PWD N.HIGHWAY WING, w.e.f 2019-20, P-72 It-4

Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres [PWD N.HIGHWAY WING, w.e.f 2019-20, P-87 It-14]

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 9A(ii) Grading-2 (Table 400-9) 9A (ii)(b) Using Screening (Table 400-10) Type-B (11.2 mm aggregate) [PWD N.HIGHWAY WING, w.e.f 2019-20,P-104 IT-9 (RATE ANALYSIS ATTACHED]

Concrete Block Pavement 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. b) Type - II (100 mm thickness) inter locking system [PWD N.HIGHWAY WING, w.e.f 2019-20, P-50 It-B3 of 2nd Addenda (Rate analysis attached)

Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304). with dewatering 1(I) Ordinary soil 1(I)A Manual Means 1(I)A(i) Depth upto 3 m [PWD N.HIGHWAY WING, w.e.f 2019-20, P-179 It-1]

Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304). [PWD N.HIGHWAY WING, w.e.f 2019-20, P-182 It-3 (RATE ANALYSIS ATTACHED)

Plain cement concrete of 1:3:6 nominal mix with crushed stone aggregate 40 mm nominal maximum size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per the requirements of MORT&H's specification 1704.3. [PWD N.HIGHWAY WING, w.e.f 2019-20, P-165, It-1 (RATE ANALYSIS ATTACHED)

Plain/Reinforced cement concrete in sub-structure complete all including vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). 5E RCC Grade M20 Using concrete Mixer [PWD N.HIGHWAY WING, w.e.f 2019-20, P-221, I- 5e (RATE ANALYSIS ATTACHED)

Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). [PWD N.HIGHWAY WING, w.e.f 2019-20, P-217, I- 40 (RATE ANALYSIS ATTACHED)