WBPHED/AE/USD/NIET-06 OF 2026-2027

Earth work in excavation of foundation trenches or drains or septic tank soak well etc. in all sorts of soil (including mixed soil but excluding latarite or sand stone) including removing spreading or stack- ing the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of the trenches, leveling dressing and ramming the bottom, bailing or pumping out water etc. as required complete. a) Depth of excavation not exceeding 1.5 mtr. but not requiring shoring [PWD, SOR Volume-I (01.11.2017) Page-1 Item No. 2(a)]

Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed & consolidating same by through saturation with water and ramming complete including the cost of supply of sand. (Payment to be made on the basis of measurement of finished quantity of work.) [PWD, SOR Volume-I (01.11.2017) Page-2 Item No. 4(B)]

Single brick flat soling of picked jhama bricks including ramming & dressing bed to proper level & filling joints with powdered earth or local sand including cost of sand etc complete as per direction & specification. [PWD, SOR Volume-I (01.11.2017) Page-14 Item No. 1 // Corrigenda-3, Page-1]

Brick work with 1st class bricks in cement mortar (1:6) [PWD, SOR Volume-I (01.11.2017) Page-15 Item No. 8 // Corrigenda-3, Page-1] (a) In foundation and plinth

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. [PWD, SOR Volume-I (01.11.2017) Page-16 Item No. 16 // Corrigenda-3, Page-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. Pakur variety. [Analysis of Rate as on PWD SOR Refer Annexure - XI, Item - C]

Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr using approved stout props and thick hardwood planks of approved thickness with required bracing for concrete ,slabs,beams,columns,lentels curved or straight including fitting fixing and stricking out after completion of work. (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. [PWD, SOR Volume-I (01.11.2017) Page-42 Item No. 36(b)]

Carrying Cl/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost. 200mm dia. DI K-7 PHE, SOR, Pg.- L1, It.-1

Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC. b) 150 mm. dia. to 200 mm. dia. Pipe. PHE, SOR, Pg.- L17, It.-7

Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC. e) 200 mm. dia. PHE, SOR, Pg.- L17, It.-8