tender for provision of ug sump 5 lakh gallon capacity for mh khadki; 1 sch a part-i to iii:note: these schedules are pre-priced by mes and the rate indicated as rs 0.00 under col 6 signifies this fact only 2 total amount of sch ‘a’ part-i (building & structures) 3 total amount of sch ‘a’ part-ii (compound wall/ fencing) 4 total amount of sch a part-iii (site clearance, excavation and earthwork) 5 schedule a part-iv (misc b/r ande/m works)note: this schedule is not pre-priced by mes and the rate indicated as rs 0.00 under col 6 signifies this fact only. 6 m&l cutting of existing 300mm dia dl pipe in position for inserting new equal tee of size 300 x 300 x 300 including supplying and fixing tee as above with necessary jointing complete all as specified and directed 7 m&l cutting of existing 400mm dia dl pipe in position for inserting new equal tee of size 400 x 400 x 300 including supplying and fixing tee as above with necessary jointing complete all as specified and directed 8 supply, lay, jointing and testing of ductile iron pipe, in any length, including all specials required, class k-9, 300 mm dia complete all as specified and directed. 9 supply, lay, jointing and testing of ductile iron pipe, in any length, including all specials required, class k-9, 250 mm dia complete all as specified and directed. 10 s&f cast iron double flanged non- rising spindle type sluice valve having stainless steel to aisi 410 spindle & gun metal working parts, manually hand wheel operated confirming to is:14846/2000 (pd), 300 mm dia,pn -1.0 with isi marked, flange ends drilled to is :1538, complete as specified and directed. 11 s&f cast iron double flanged non- rising spindle type sluice valve having stainless steel to aisi 410 spindle & gun metal working parts, manually hand wheel operated confirming to is:14846/2000 (pd), 250 mm dia,pn -1.0 with isi marked, flange ends drilled to is :1538, complete as specified and directed. 12 m&l construction of brick masonry valve pit chamber of size 1500 x 1500 x 1500 mm (internal dimension) with one brick thick wall of old size fly ash bricks in cement mortar 1:4 on 100mm thick pcc 1:4:8 type d-2 (40mm graded aggregate) in foundation, rendering 15mm thick internally and externally upto 150mm below gl, providing 3.0mm thick ms sheet valve pit cover, welded with 40x5mm flat iron frame alround including provision of hinges; handle and locking arrangement and 40 x 40 x 6mm angle iron frame fixed on top of valve pit by means of holdfast 150mm long, embedded in pcc 1:2:4 (20mm graded aggregate) block of size: 230 x 200 x 100 mm, applying two coats of anti-corrosive paint over a coat of red oxide zinc chrome primer after preparation of all exposed to steel surfaces including necessary earth work in soft/loose soil and demolition of old unserviceable valve pit complete all as specified and as directed. 13 excavation in trenches in any kind of soil using mechanical means (hydraulic excavator) or manual meansfor foundations etc. or for shafts, walls, cesspits, manholes, pier holes, laying pipes or underground cables etc., not exceeding 1.5 m in width and not exceeding 1.5 m in depth andnot exceeding 10 sq.m on plan, lift upto 1.5 m, including dressing the sides and ramming the bottom and getting out the excavated soil complete all as specified.