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| 1 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in any type soil for laying of pipe lines etc, complete all as specified and directed by Engineer-in-Charge. |
| 2 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Removing excavated material to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by Engineer-in-Charge. |
| 4 | Material and labour for cutting of existing bitumen road / CC road / PCC hard standing up to 15 cm depth for laying of pipe lines and making good the disturbed surfaces by providing PCC 1:2:4 type B-1 (using 20mm graded aggregate) after laying of pipes lines and returning filling of soil, complete all as specified and directed.Note:- Excavation and earth work below road / hard standing thickness shall be measured and paid under relevant items. |
| 5 | Taking up or down steel tubing and connections of size 40 mm / 50 mm / 65 mm dia for taking credit, complete all as specified and directed by Engineer-in-Charge. |
| 6 | Taking up or down steel tubing and connections of size 25 mm / 32 mm dia for taking credit, complete all as specified and directed by Engineer-in-Charge. |
| 7 | Supplying, laying, jointing, testing and commissioning of 75 mm outer dia 3- layer PP-R Polypropylene random copolymer) pipes (confirm to IS 15801: 2008) SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings (confirm to DIN 16962) such as elbows, Sockets, Tee, Cross Tee, Crossover, wall clamp, end cap, union, brass union, flange, brass tank connector, PP-R tank connector, plug, Long plug with O-ring, female / male threaded sockets, female/male threaded elbows/ female/male threaded Tee, Reduction Sockets, Reduction elbows etc clamps and supports, with joints using approved sealing material, complete with cutting, alignment, fixing in position, laid in trenches / fixed to walls and ceilings or laid in floors complete all as specified and as directed by Engineer-in-Charge. |
| 8 | All as per item No. 7.00 here-in-before but of size 63 mm outer dia |
| 9 | All as per item No. 7.00 here-in-before but of size 50 mm outer dia |
| 10 | All as per item No. 7.00 here-in-before but of size 32 mm outer dia |
| 11 | Supply and fix PP-R Gate valves (brass insert) for PP-R pipe of size 63 mm outer dia including taking down of existing gate valve any description complete all as specified and directed by Enginee-in-Charge. |
| 12 | Supply and fix PP-R Gate valves (brass insert) for PP-R pipe of size 50 mm outer dia including taking down of existing gate valve any description complete all as specified and directed by Enginee-in-Charge. |
| 13 | Supply and fix PP-R Gate valves (brass insert) for PP-R pipe of size 32 mm outer dia including taking down of existing gate valve any description complete all as specified and directed by Enginee-in-Charge. |
| 14 | Material and labour for constructing valve chamber of internal dimensions 600 mm x 600 mm x 600 mm with 100 mm thick PCC (1:4:8 ) type D-2 for foundation, brick walls built in cement mortar (1:4 ), PCC 1:2:4 type B1 for coping , rendering in cement mortar 1:4, 10 mm thick internally and on exposed surfaces externally up to 15 cm above GL. Bottom PCC floor of the pit should be minimum 30 cms below the bottom surface of valve flange to provide sufficient working space. The valve and other fittings should be housed in center of the pit, the vertices of the pit should be in right angle and champhered .The top cover of the pit shall be made out of 3mm MS sheet with angle iron frame made out of MS angle 50mm x 50 mm x 6 mm with MS hinges two Nos, and locking arrangements duly painted with two coats of water resistant synthetic enameled paint over one coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 15 | Material and labour for brick masonry with sub class B bricks, straight or curved on plan exc 6m mean radius in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge. |
| 16 | Material and labour for rendering 10mm thick cement plaster 1:6 on fair faces of brick work or concrete surfaces finished even and smooth (with out using extra cement) complete all as specified and directed by Engineer-in-Charge. |
| 17 | Material and Labour for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping with necessary form work etc complete all as specified and directed by Engineer-in-Charge. |
| 18 | SCHEDULE OF CREDITNote :- Amount of Rs. 1,60,790.00 indicated in Tender Documents as Schedule of Credit shall be deducted from the total quoted amount of BOQ. Please Enable Macros to View BoQ information |
