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| 1 | SCHEDULE \\"A\\" : |
| 2 | External Water Supply |
| 3 | Item No 01 : Excavating in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for laying/ taking out of pipe in soft/loose soil complete all as specified and directed. |
| 4 | Item No 02 : Add to Item No 1 (SSR-03006) for each additional 1.5 m or part thereof in depth beyond the first 1.5 m complete all as specified and directed. |
| 5 | Item No 03 : Returning/refilling in trenches including spreading levelling, watering and well ramming in layer not exc 25 cm thick, complete all as specified and directed. |
| 6 | Item No 04 : Removal of excavated surplus soil not exc 50 m and depositing where directed at level not exc 1.5 m above the starting point, complete all as specified and directed. |
| 7 | Item No 05 : Supply, laying, jointing & testing of DI pressure pipes socket or flanged type including machinary work and nut, bolts, washer etc as per requirement, lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and mettalic zinc coating followed by a finishing layer of epoxy paint on outer side, suitable for push on joint (rubber gasket joint) incl rubber gasket or to be fixed by means of nut bolt and washer in case of flanged pipe including suitable rubber gasket, in any length reuired at site laid horizantly or vertically in trenches upto 3 mtr depth /over masonry pillar and connection to old or new position of Class \\"K-9\\" of size 350 mm dia bore complete all as specified and as directed. Note:- Before placing the order to manufacturer, contractor should take measurement from ground and get approval of Engr-in-Charge. Pipeline casted by manufactures factory only will be accepted. Any modification/welding/alteration by local workshop or by contractor will not be accepted. |
| 8 | Item No 06 : All as per item No 5 here-in-before but of size 300 mm dia bore complete all as specified and directed |
| 9 | Item No 07 : All as per item No 5 here-in-before but of size 250 mm dia bore complete all as specified and directed |
| 10 | Item No 08 : All as per item No 5 here-in-before but of size 200 mm dia bore complete all as specified and directed |
| 11 | Item No 09 : All as per item No 5 here-in-before but of size 150 mm dia bore complete all as specified and directed |
| 12 | Item No 10 : S & F Cast iron sluice valve with stainless steel spindle and cast iron hand wheel complying with IS 14846-2000, class PN 1.6 both ends flanged with with 2 nos rubber insertion gasket joints, nuts, bolts, & washers of required size & nos 350 mm dia bore size complete all as specified and as directed. |
| 13 | Item No 11 : All as per item No 10 here-in-before but of size 300 mm dia bore complete all as specified and directed |
| 14 | Item No 12 : All as per item No 10 here-in-before but of size 250 mm dia bore complete all as specified and directed |
| 15 | Item No 13 : All as per item No 10 here-in-before but of size 200 mm dia bore complete all as specified and directed |
| 16 | Item No 14 : All as per item No 10 here-in-before but of size 150 mm dia bore complete all as specified and directed |
| 17 | Item No 15 : Supply and fix Cast Iron Air Valves with single air Outlets, conforming to IS- 14845 of size 80 mm dia bore and fixing up in Cast Iron Water supply mains of size 350 mm dia complete all as specified and as directed |
| 18 | Item No 16 : All as per item No 15 here-in-before but of size 300 mm dia bore complete all as specified and directed |
| 19 | Item No 17 : Supply and fix Cast Iron Air Valves with single air Outlets, conforming to IS- 14845 of size 50 mm dia bore and fixing up in Cast Iron Water supply mains of size 250 mm dia complete all as specified and as directed |
| 20 | Item No 18 : All as per item No 17 here-in-before but of size 200 mm dia bore complete all as specified and directed |
| 21 | Item No 19 : All as per item No 17 here-in-before but of size 150 mm dia bore complete all as specified and directed |
| 22 | Item No 20 : M & L for cutting existing CI water mains 350 mm dia in position for insertion of tee, branch line etc to new water connection complete all as specified and directed. |
| 23 | Item No 21 : All as per item No 20 here-in-before but of size 300 mm dia bore complete all as specified and directed |
| 24 | Item No 22 : All as per item No 20 here-in-before but of size 250 mm dia bore complete all as specified and directed |
| 25 | Item No 23 : All as per item No 20 here-in-before but of size 200 mm dia bore complete all as specified and directed |
| 26 | Item No 24 : All as per item No 20 here-in-before but of size 150 mm dia bore complete all as specified and directed |
| 27 | Item No 25 : Material and labour for DI fittings as per IS-9525 for spigot socket pipe such as bends (any type, radius and angle) tappers any type (straight, bend increasing , decreasing or double socket etc) Tee pieces single branch, \\"Y\\" junction, double branch, cross (all socket or socket and plugs) or in form of mechanical joints in any size incl cutting and jointing old/new positions for bends, tees, all types of flanges, socket and spigot, collars caps etc complete all as specified and directed. |
| 28 | Item No 26 : Construction of brick masonry valve pit of size 1500X1500X1500 (internal dimensions) one brick thick wall in cement mortar 1:4 on 100 mm thick PCC 1:4:8 (40 mm graded aggregate) in foundation, rendering 15 mm thick internally an extrernally upto 150 mm below GL, providing 3.0 mm thick MS sheet valve pit cover cover, welded with 40X5 mm flat iron frame alround incl provn of hinges, handle and locking arrangements and 40X40X6 mm angle iron frame fixed on top of vavle pit by means of holdfast 150 mm ling embedded in PCC 1:2:4 (20 mm graded aggregate) block of size 230X200X100 mm, applying two coats of anti-corrosive paint over a coat of red oxide zinc chrome primer after prep of all exposed to steel surfaces incl necy excavation & earth work in soil complete all as specified and shown on drawing. |
| 29 | Item No 27 : Construction of brick masonry valve pit of size 1200X1200X1200 (internal dimensions) one brick thick wall in cement mortar 1:4 on 100 mm thick PCC 1:4:8 (40 mm graded aggregate) in foundation, rendering 15 mm thick internally an extrernally upto 150 mm below GL, providing 3.0 mm thick MS sheet valve pit cover cover, welded with 40X5 mm flat iron frame alround incl provn of hinges, handle and locking arrangements and 40X40X6 mm angle iron frame fixed on top of vavle pit by means of holdfast 150 mm ling embedded in PCC 1:2:4 (20 mm graded aggregate) block of size 230X200X100 mm, applying two coats of anti-corrosive paint over a coat of red oxide zinc chrome primer after prep of all exposed to steel surfaces incl necy excavation & earth work in soil complete all as specified and shown on drawing. |
| 30 | Item No 28 : Supply and fixing water meter analogue type of size 350 mm dia, bulk-type mechanical flow, velocity-type woltman or helical type, designed for measuring high flow rates in commercial, industrial applications, with internal turbine (vane wheel) connected to register mechanism, mechanical analogue register (dial display) showing cumulative water volume in volumetric units, such as liters or cubic meters (m³), vacuum-sealed display to prevent fogging and maintain clear readings long-term, flanged ends for connection to the pipeline, conforming to international standard ISO 4064 or specific national standards (I.S.S. India), build of robust material like cast iron or copper alloy to ensure durability and withstand high pressure and various environmental conditions, designed to handle significant flow ranges from 0.5 to over 1000 m³/hr, suitable for bulk water measurement, maximum operating pressures around 1.0 Mpa to 1.6 Mpa (10 to 16 bar), suitable for cold water applications up to 40°C or 45°C, removable mechanism or an interchangeable design allowing for maintenance or repair without removing the entire meter body from the pipeline, output for future conversion to a smart meter with automatic meter reading (AMR) capabilities, complete all as specified and directed. |
| 31 | Road Path and Culverts |
| 32 | Item No 29 : Material and Labour for PCC 1:3:6 type C1 using 20 mm graded aggregate for construction for thurst blocks to the pipe at corners and bends etc complete all as specified and directed. |
| 33 | Item No 30 : Material and Labour for RCC 1:2:4 type B1 using 20mm graded aggregate for construction of pillar to support water supply pipeline complete all as specified and directed. |
| 34 | Item No 31 : Material & labour for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete and sub base of floor complete all as specified and directed. |
| 35 | Item No 32 : Use and waste of Form work of sides of pillars, posts, struts, piers, columns etc square or rectangular or polygonal rough surfaces of concrete |
| 36 | Item No 33 : Supply & fix mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 37 | Item No 34 : Supply & fix mild steel TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required as in stirrups |
| 38 | Item No 35 : M&L for PCC 1:3:6 type C-2 (using 40 mm graded stone aggregates)as in foundation complete all as specified.. |
| 39 | Item No 36 : M&L 50mm thick 1:2:4 type B-0 (12.5 graded grade aggregate) as in copings complete all as specified and directed |
| 40 | Item No 37 : S&F 60 mm thick Machine pressed precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 , M-35 Grade with grey cement and no pigment complete all as specified and directed. |
| 41 | Item No 38 : M/L 75 mm thick cement concrete 1:4:8 type D-2 using (40 mm graded stone agg) as in sub base complete all as specified and directed. |
| 42 | Item No 39 : M&L supply and laying of sand including spreading, levelling and ramming in layers n.exc. 25 Mm thick in each layer complete all as directed |
| 43 | Item No 40 : Demolition of cement concrete in ground floors and paving exc 15cm thickness(below or above ground level) all as specified and directed. |
| 44 | Item No 41 : Demolition of brick work or rubbled stone masonry including all qoins arches , pillars etc built in cement mortar complete all as specified and directed |
| 45 | Item No 42 : M &L Brickwork with fly ash modular bricks, strainght or curved on plan exc 6M mean radious radius built in Cement mortar 1:6 complete all as specified and directed. |
| 46 | Item No 43 : M&L rendering 15 mm thick in cement mortar 1:4 on wall of brick work or concrete surface, finished fair and even all as specified and directed. |
| 47 | Item No 44 : Material & labour for preparation of new plastered surfaces of walls etc and applying two coats of cement base paint over a coat of primer complete all as specified & directed. |
| 48 | SCHEDULE \\"A\\" (Schedule of credit )Schedule of Credit Rs 194550.00 (Minus) inserted by the MES. (Note : Credit amount shall be deducted manually to arrive net amount) SCHEDULE OF CREDIT Name of Work: AUGMENTATION OF MAIN PIPELINE OF DIPATOLI MIL STN Sl No Decriptipin of work Unit Qty Rate Amount |
| 49 | Old unsv CI pipe 250 mm dia bore |
| 50 | Old unsv CI pipe 200 mm dia bore |
| 51 | Old unsv CI pipe 150 mm dia bore |
| 52 | Old unsv CI sluice valve 250 mm dia bore |
| 53 | Old unsv CI sluice valve 200 mm dia bore |
| 54 | Old unsv CI sluice valve 150 mm dia bore |
| 55 | Old unsv lead |
| 56 | Old unsv CI fittings Total : 194550.0 Notes :- (a) All quantities shown under column 4 are provisional and may vary during execution. Actual amount of credit shall be worked out based on rates inserted under Col. 5 of Schedule of credit. (b) Tenderers are advised to inspect the old material/ items at site and ascertain their condition. It shall be deemed that the contractor has made himself well aware and ascertained the condition of these items whether he inspects them or not. No claim whatsoever on this account shall be admissible by the Government. The mode of measurement shall be same as for the work to executed. tenderers are requested to verify the condition of the materials, any dispute arises at later stage will not be entertained. (c) The items as indicated in Schedule of credit shall be the property of the contractor. The total amount of Schedule of credit shall be deducted from total of Schedule „A' [BOQ] to arrive at Contract Sum. (d) The rates inserted under Column 5 are firm and the contractor shall have no claim what so ever against the department if the actual value of dismantled materials turns out to be different from the cost given by the department. (e) All above materials shall be recorded in MB jointly by Engineer-in -Charge and contractor. (f) No rebate on Schedule of credit shall be accepted. Signature of contractor For Accepting Officer Please Enable Macros to View BoQ information |
