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| 1 | Excavation in trenches in soft/loose soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth; for foundation, etc. and getting out complete, all as specified. |
| 2 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each, complete, all as specified. |
| 3 | Removing excavated spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete, all as specified. |
| 4 | Taking down up to 80mm GI/CI/DI/ any type water main (including all fittings), with spigot and socketed ends jointed with run lead joints or rubber gasket (push-on) joint including burning out lead of joints and collecting run lead for re-use and removing unserviceable pipe from site complete, all as specified and directed.Note :-Excavation and earth work shall be measured and paid separately |
| 5 | All as per item No. 13 above here-in-before but of size 100 dia mm bore |
| 6 | All as per item No. 13 above here-in-before but of size 150 dia mm bore |
| 7 | M&L DI pipe 80 mm (certifugally cast) class \"K-9\" (ISI Mark) in anylength as per IS-8329 with spigot and socketends complete including rubber ring joint (Tyton joint) jointedand laid in trenches or in any position as per IS-12288, including taking down CI/DI pipe complete all as specified . Note :- (i) Cost of rubber ring (tyton)joint including necessary welding work etc. is deemed to be included in the quoted rates .(ii) CI/DI fittings shall be measured and paid seperatly respective items here-in-after. |
| 8 | All as per item No. 16 above here-in-before but of size 100 dia mm bore. |
| 9 | All as per item No. 16 above here-in-before but of size 150 dia mm bore. |
| 10 | Dismantling and taking out sluice valve for schedule of credit or refacing/regrinding repacking stuffing box of sluice valve spindle incl reassembling and refixing in position for upto 80 mm dia bore CI pipe line complete all as specified and directed by Engr-in-Charge. |
| 11 | All as per item No. 19.00 here in before but 100 mm dia complete all as specified and directed by Engr-in-Charge. |
| 12 | All as per item No. 19.00 here in before but 150 mm dia complete all as specified and directed by Engr-in-Charge. |
| 13 | Supply, install, connecting and testing of 80 mm sluice valve, class PN- 1.6 double flanged with DI/CI body, wheel and brass spindle and nuts etc., IS- 14846 marked including jointing materials i.e. rubber gaskets, nuts, bolts etc. including taking down old unserviceable sluice valve and sluice valve DI/CI body required as per sitecompleteall as specified and directedby Engr-in-Charge. |
| 14 | All as per item No. 22 above here-in-before but of size 100 mm dia bore. |
| 15 | All as per item No. 22 above here-in-before but of size 150 mm dia bore. |
| 16 | S&F in repair cast iron Non return valve 80 mm bore (ISI marked) withbrass flap and seat without by pass arrangement, flanged both ends, including jointing materials such as nuts, bolts, washers and rubber gasket etc. complete all as specified and directed. |
| 17 | All as per item No. 25 above here-in-before but of size 100 dia mm bore. |
| 18 | All as per item No. 25 above here-in-before but of size 150 dia mm bore. |
| 19 | Supply, install connecting and testing of butterfly valve of size 80mm bore , heavy duty with CI body, liver operated , suitable length of liver , ISI marked including jointing materials ie rubber gaskets, nuts bolts etc.including Taking out old unserviceable butterfly valve complete all as specified and directed. |
| 20 | All as per item No. 28 above here-in-before but of size 100 dia mm bore. |
| 21 | All as per item No. 28 above here-in-before but of size 150 dia mm bore. |
| 22 | M&L forcutting cast iron pipes inposition for insertion of tees, branches or replacing damaged length etc of size 80 mm bore. |
| 23 | All as per item No. 31 above here-in-before but of size 100 dia mm bore. |
| 24 | All as per item No. 31 above here-in-before but of size 150 dia mm bore. |
| 25 | Supply and fixing of CI/DI fittingsof size up to size 150 mm bends ( any radius and angle )Tapers any type,( straight, bend , increasing,decreasing or double socketetc)Tee pieces single branch. `Y` junction , double branch cross ( all socket or socket and spigot/ flanged as required at site) collars, caps and plugs etc., complete all as specified and directed. |
| 26 | S&F for run lead joint for spigot and socketed pipes andfittings including allied jointing materiali.e. spun yarn etc for 80 mm dia bore pipe, completeall as specified and directed. |
| 27 | All as per item No. 35 above here-in-before but of size 100 dia mm bore. |
| 28 | All as per item No. 35 above here-in-before but of size 150 dia mm bore. |
| 29 | M&L for rubber gasket joints for DI pipe line of size 80 mm dia complete all as specified and directed. |
| 30 | M&L for rubber gasket joints for DI pipe line of size 100 mm dia complete all as specified and directed. |
| 31 | M&L for rubber gasket joints for DI pipe line of size 150 mm dia complete all as specified and directed. |
| 32 | M&L for 5 mtr Road cutting/digging for laying of 20 to 150 mm dia GI/DI/CI pipe line and filling, make good with PCC concrete 1:3:6 Type C2 with 40mm graded stone aggregate the disturbed road complete all as specified and directed. |
| 33 | Surface dressing/ cleaning /excavation of area around the installations , valve pit etc not exceeding averaging depth 15 cm in soft / loose soil complete all as specified and directed.. |
| 34 | M&L forBrick masonry valve pit of size 900cm x 600 cm x 1000 mm internal dimension of chamber with fly ash bricksincluding plastering internally and flush pointing externally in cement mortar 1:4, PCC 1:3:6, type C-2 as in foundation concrete bed/ floor coping and 10mm thick rendering in CM 1:4 on internal and exposed external surfaces, external plaster shall be upto 15 cm below ground level and mixed with water proofing compound @ 3% by weight of cementwith MS sheetcover 3 mm thick with handle and locking arrangement and earth work in soft/ loose soil and applying two coats of synthetic enamel paint over a coat of red oxide primer complete in and outer side of the MS sheet cover and angle iron frame complete all specified and as directed. |
| 35 | M&L forBrick masonry valve pit of size 1050cm x 1050cm x 1000 mm internal dimension of chamber with fly ash bricksincluding plastering internally and flush pointing externally in cement mortar 1:4, PCC 1:3:6, type C-2 as in foundation concrete bed/ floor coping and 10mm thick rendering in CM 1:4 on internal and exposed external surfaces, external plaster shall be upto 15 cm below ground level and mixed with water proofing compound @ 3% by weight of cementwith MS sheetcover 3 mm thick with handle and locking arrangement and earth work in soft/ loose soil and applying two coats of synthetic enamel paint over a coat of red oxide primer complete in and outer side of the MS sheet cover and angle iron frame complete all specified and as directed. |
| 36 | Supply & fix inmechanical compression joint (MJ Color) with rubber rings suitable for up to 150 mm dia DI pipes including nut,bolts & washer all as specified & directed by Engr-in-charge. |
| 37 | M&L for PCC work 1:3:6 Type D2 (using 40mm Graded aggregate stone) as in foundation, mass concrete, sub base etc complete all as specified and directed. |
| 38 | M&L Stainless steel work such asFrames ,grills, gratings, etc. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barreddoors; Gates, OH ladders; framed balusters; walk ways; railings work conforming tograde 304 complete all as specified and directed. |
| 39 | Demolition of cement concrete in ground floors and paving not exc 15cm thickness (below or above ground level) complete all as specified |
| 40 | Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base to paver blocks etc complete all as specified and directed by Engineer-in-Charge. |
| 41 | 60 mm thick machine pressed precast concrete (of M-35 grade) interlocking paver block, manufactured in an automatic plant working on vibration and simultaneous hydraulic compression from top, (with grey cement and pigment) any shape and size confirming to IS 15658-2006 laid over and including 50mm thick cushion of coarse sand & filling the joints after laying complete all as specified and as directed. |
| 42 | Plain cement concrete1:2:4 type B-1using 20mm graded crushed stone aggregate as in cement concrete in roof kerbs or roof padding,mud stops, coping, rounded or chamfered on edges with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge. |
| 43 | Note: For the purpose of arriving at lumpsum amount, the amount of credit schedule i.e Sch \"A\" section II (i.e Rs 2,30,075.00 shall be deducted from the total amount arrived. |
| 44 | Total of Schedule \"A\" Rs. |
