-NIT NO- 02/G.G.P./2026-27 (1st Call), Installation and pumping System with Solar PV OF Ground water lifting through Submersible pump for drinking water at Gossainpur North Sansad underGossainpur G.P. Fund-15th FC (Tide)2025-26

Item No-6/Page 37 of (d) 2000 litre capacity TANK-2000 L supplying P.V.C, water storage tank of approved quality with closed top with lid (Black) – Multilayer

It. No. 2(a) / Page. No. 1 of 315 ( Building Schedule ):- 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 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

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)

Chapter-D, Item no 3 P-47 ,PWD(Roads) Sch of Rates 2018 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 M20.

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).

Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.

Page-13/ It No-19(11) of (A)-(II) G.I. PIPE WORKS AND FITTINGS Supply of PVC pipes & fittings Schedule 80 (medium duly) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS: 1239 (Part - 1). i) 100 mm dia PVC (ASTMD) 5 Nos x 6.0m = 30.00 mtr

ii) 32 mm dia PVC (ASTMD) 6 Nos x 6.0 m = 36.00 mtr

iii) 25 mm dia PVC (ASTMD) 2 Nos X 6.0 m = 12.00 mtr

iv) 15 mm dia PVC (ASTMD) 1 Nos X 6.0 m = 6.00 mtr