GWM by construction of slab covered drain with leach pit and silt chamber in Barajharu sansad from Naresh Hansda shop to Kanglupara school under 15th FC (Tied) During FY 2025-2026, AAP No-145033298/15th FC (Tied)/SAAP/2025-26.

Item. No. 13, Page-84 of P.W.D(NH) SOR.2019 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for roadwork (Reference toMoRT&H's specification clause 304) Drain

Item No. 3 Page No. 182 of S.O.R of P.W.(R) NH,2019-20 :- 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). (With River Bed Materials) Drain Base:

Chapter 12, Item no. 8 A, P-184, NH SOR 2019-20. 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. (Rate Analysis attached) Drain & Slab Over drain

Item No. 40, Page No. 217 of S.O.R of P.W.(R) NH,2019-20:-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) Slab Over drain 12 mm dia & Tie: ( @ 2.50m c/c)

Item. No. 3, Page-219 of P.W.D(NH) SOR.2019) Plastering with cement mortar (1:3) on brick work in sub-structure complete all including raking out joints curing, etc as per Technical Specifications (Reference to MORT&H's specifications 1300 & 2200). Drain

Item. No. 15, Page-192 of of PWD Building Works Schedule:- Neat cement punning about 1.5mm thick in wall, dado,window sill's floor drain etc ( Rate Analysis attached). Same as Item No 5

Page No-89 Item No-4 of PWD Sanitary & Plumbing Works Schedule: Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (Other than SAIL/TATA/RINL)

Material Testing (L/S)

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CGST & SGST @ 18% of Rs. 865696.97