GE/WS/Token No-48 OF 2025-26

Amount

Excavation in trenches not exc 1.5 M wide and not exc 1.5 M in depth for pipe line, etc in soft/ loose soil getting out and levelling of bottom surface to required level complete all as specified and as directed.

Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed.

Removing excavated material to a distance not exc 50 m and depositing where directed not exc 1.5 meters above the starting point complete all as specified and as directed.

Taking up existing CI/DI/GI/MS water mains of the following bore size including all fittings complete all as specified and as directed :-

100 mm bore

150 mm bore

200 mm bore

Supplying, laying, jointing & commissioning DI pipe of following bore as per IS-8239-2000, class K-7 with inside cement mortar lining , spigot & socketed ends, laid in trenches, in new or old location with & including DI fittings with rubber gasket joints complete all as specified and as directed.

100 mm dia

150 mm dia

200 mm dia

Supplying and fixing in replacement CI/ DI Pipe fittings such as Tees, bends, any type, radius and angle/tapers any type, collars, tail pieces, caps and plugs above up to 200 mm bore conforming to IS: 1538-1993 including taking down existing fitting complete all as specified and as directed.

Taking up or down GI steel tubing of following sizes with connections from Trenches/floors/walls including cleaning for refixing or removal complete all as specified and as directed. Note :- (i) Excavation & earth work shall be measured & paid separetely.

50 mm dia

25 mm dia

20 mm dia

Supply & Laying of GI pipe medium grade ISI mark including all fittings in old/new positions in trenches/wall/floor complete and making good the distributed surfaces as per existing as directed of following sizes:- (Note:- (i) Excavation and earth work will be measured and paid separately.

Supply and fixing in replacement of gun metal gate valves with iron wheel head screwed both ends for iron pipe, ISI marked, as per IS : 778 of following sizes complete all as specified and as directed:-

Supplying, laying, jointing, welding and testing 100 mm dia MS Pipe (Heavy class 'C') IS : 1239/3589, 8mm thick laid in trenches or in Horizontal/Vertical/inclined position or laying on floors for connections for suction, to header and connected to out going water main CI/DI pipe line,:- (Note:- (i) MS Flanges incl fabrication work will be measured and paid separately. (ii) Excavation and earth work will be measured and paid separately.

Taking down old UNSV Bib Taps and supply and fixing of 20 mm bore Bib tap of PTMT, any tint, high pressure screwed for male/ female threaded, for pipe of size 20mm bore (but not less than 175 gram) complete all as specified and as directed.

Taking down old UNSV adaptor and Supply and fixing of Male/Female brass adaptor threaded type of 20mm outer dia, complete all as specified and as directed.

Taking down old UNSV Ball Valve and Supply and fixing of Ball valve 20mm outer dia, complete all as specified and as directed.

Taking up existing UNSV UPVC pipes and Supplying and fixing 3 layer PP-R pipes of following sizes, SDR 7.4 (PN-16) UV stabilized and anti microbial fusion welded having thermal stability for hot and cold water with all pipe fittings (plain and brass threaded) such as ends, elbows,unions, tees, reducing tees, adoptors, sockets, plugs, hose clips etc. fixed to walls with fixing arrangements such as saddles (snap clips), wall clips, hooks, protective mild steel tube sleeves , ceilings or in floors and trenches etc., complete with and cutting through walls, floors and their making good or laying in trenches and also cutting, screwing and waste including jointing with jointing material complete all as specified and as directed.(Note :- (i) Excavation and earth work shall be measured and paid seperately.

20 mm bore

32 mm bore

50 mm bore

75 mm bore

110 mm bore

S&F in replacement PPR gate valve of following sizes :-

63 mm bore

50 mm bore

Supply and fixing High density polythene pipes (HDPE) 90 mm bore, of pressure rating 10 kgf/cm2, heavy duty laid in trenches confirming to IS-14333, complete all as specified and as directed

Supply and fixing High density polythene pipes (HDPE) 110 mm bore, of pressure rating 10 kgf/cm2, heavy duty laid in trenches confirming to IS-14333, complete all as specified and as directed

Supply and fixing High density polythene pipes (HDPE) 160 mm bore, of pressure rating 10 kgf/cm2, heavy duty laid in trenches confirming to IS-14333, complete all as specified and as directed

Supply, fixing, jointing & testing cast Iron Sluice Valve of following size ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, Confirming to IS 14846 -2000, having stainless steel spindle with cast iron operation wheel at top including taking out unserviceable sluice valve complete all as specified and as directed . (Note:- (i) Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.

100 mm dia

150 mm dia

Supply, fixing, jointing and testing of Cast Iron Butterfly Valve of following size ISI marked class (PN 1.0) Disc DI, confirming to IS 13095, having stainless steel stem including taking out unserviceable Butterfly valve complete all as specified and as directed . (Note:- (i) Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.

80 mm dia

100 mm dia

150 mm dia

Supply, fixing, jointing and testing of Cast iron Non Return valve of 150mm dia without by pass arrangement , Swing type, confirming to IS 5312, flanged ends pressure rating PN 1.6 complete including taking out unserviceable NRV complete all as specified and as directed at site by the Engineer-in-Charge.

S&F CI Foot valve of 100mmdia, rating PN 1.6 Flanged ends, Swing type opration with rubber sheet as per IS-4038 -1986 including taking out unserviceable of following sizes complete all as specified and directed by Engineer-in-Charge.

Supply, installation and testing flanged ends strainer/dirt box rating (PN 1.0) of 150mm dia with stainless steel mesh suitable for cold water meter to avoid foreign material entering into meter and making good connection with flanged ends, with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/ vertical position, including taking out unsv strainer/dirt box complete all as directed at site by the Engr-in-Charge. Note :- (i) Flange joints including jointing materials shall deemed to be included in the unit rate of this item.

Material and labour for Road cutting and for PCC (1:4:8) type D2,40 mm graded stone aggregate for foundation and maintenance of damaged road complete all as specified and as directed.

M&L Boring holes under road pavement by bocky manually in any type of soil upto 200 mm bore complete all as specified and directed by Engr-in-Charge. (Note:-Location & depth of boring from GL shall be as directed by EIC

Construction of valve pit of double brick masonary of sizes 910mmx1060mmx910mm with internal plastering from the top of surface including cover of MS sheet 3.15mm thick and angle iron 40mmx40mmx6mm with hinges and locking arrangement including painting with two coat of synthetic enamelled paint over a coat of red oxide and grouting to PCC 1:2:4 plastering in cement morter 1:3, foundation concrete 1:3:6 including necessary earthwork complete all as specified and directed.

Cutting existing steel tubing for alterations or additions (Each cut measured) for 20 mm, complete all as specified and directed.

Cutting existing steel tubing for alterations or additions (Each cut measured) for 25 mm, complete all as specified and directed.

Cutting existing steel tubing for alterations or additions (Each cut measured) for 40/50 mm, complete all as specified and directed.

M&L for instant Pothole repair using cold mix asphalt for damaged road /path after laying of water mains in 25 kgs bag, complete all as specified and as directed.

M & L Construction of valves pit chamber having internal dismension 1.60 m x 1.20 m x1.50 m (internal height) using PCC (1:4:8)40 mm graded stone aggregate for foundation 15 cms thick, 23 cm thick wall in CM (1:4), 10 mm thick rendering all around the brick work with cement mortar (1:6), PCC (1:2:4) type B1 coping with 20mm graded aggregate for grouting MS frame including 3mm thick MS top sheet cover in 2 pieces with locking arrangement including 50 mm pad lock with double key angle iron including painting of steel surface with two coats of synthetic enamel paint over a coat of red oxide primers including necessary excavation & earth work in any type of soil, returning filling in and removal of surplus soil to a distance not exceeding 50 mtrs all as specified and including demolition/dismentling of existing vave chamber complete all as specified and as directed

An amount of Rs 2,39,675.00 shall be deducted from BOQ on account of schedule of credit

Rahul Enterprises (BID ID -3477674)

HSEDRIG ENGINEERS AND CONTRACTORS (BID ID -3477720)

RS GREEN INDIA CONSTRUCTION (BID ID -3478934)

Ridhi engineers and builders (BID ID -3478635)

sri venkateshwara enterprises (BID ID -3483591)

M P TYAGI ENGINEERS AND CONTRACTORS (BID ID -3478100)