GE/WS/Token No-24 OF 2025-26

Amount

Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in any type of soil, complete all as specified and directed.

Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc in any type of soil including getting out and levelling of bottom surface to required level all as specified and as directed .

Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc in any type of soil including getting out and levelling of bottom surface to required level all as specified and as directed .

Excavation in trenches exceeding 3.0 mtr deep in hard rock and getting out for shafts, wells, cesspits, manholes, pier holes, cable, pipe etc, complete all as specified and directed.

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

Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge.

Material and labour for brick aggregate of size 40mm to 63mm as first layer in rain harvesting pit to be provided with brick aggregate in the layer 400 mm thick, complete all as specidied and directed

Material and labour for gravel 05-10mm to be provided for second layer of rain water harvesting pit. and provided upto the layer of 400 mm thick, complete all as specidied and directed (Note:- Stack measurement shall be entered in MB for payment purpose.)

Material and labour for filling sand in the third layer of rain water harvesting pit. The sand particle should be of size 1.5 to 5mm to be provided in the layer of 400mm thick (Note:- Stack measurement shall be entered in MB for payment purpose.)

Trial bore of 200mm dia upto 200 mtr deep below the ground level in any kind of soil /strata incl hard stone/boulders and including electronic logging, MS Cap MS flat iron clamp, reducing socket etc, complete all as specidied and directed

Development of trial bore by reaming upto 300mm for 100 mtr from ground level in any type of soil /strata incl hard stone and boulders etc for accommodating UPVC Casing pipe of size upto 200 mm as directed and filling the gap with pea gravel all as directed by Engg in-charge including disposal of surplus soil to a distance n.exc. 50 mtr all as specified and directed. Note for ser No 10 and 11 (i) The depth of drilling bore shall be upto water table and will be directed by Engr-in-Charge. (ii) The rates quoted in above items is deemed to be inclusive of all T&P equipement and and labour required for execution of this item at site including transportation charges for the said T&P equipement and no extra cost shall be paid for the same. (iii) Cost of pea gravels should be included in the quoted rates.

M&L for 200mm internal dia UPVC Casing pipe confirming to IS- 4985-2000 in 6m length of pressure rating 10Kg/Sq cm with all necessary fittings including jointing materials all as specified and directed.

M&L for 200mm internal dia UPVC Casing pipe confirming to IS- 4985-2000 (SCH-40) having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessery fittings including jointing materials all as specified and directed.

M&L Brick work with sub class 'B' bricks straight or curved on planexc. 6M mean radius built in CM (1:4) all as specified and as directed at site by the Engineer-in-Charge.

M&L rendering 15 mm thick with cement martor (1:4) on fair or other than fair faces of brick walls for finishing the surface even and smooth without using extra cement complete all as specified and directed by Engr in charge.

M&L for PCC 1:2:4 type B1 using 20mm graded crushed stone aggrergate crushed stone aggrtegate as in coping of drain and the like including weathering slightly rounded or chamfered angles and throating as directed and finishing the concrete surface without using extra cement including necessery form work, complete all as speficief and directed.

M&L for precast cement concrete 1:2:4 ( Nominal mix) type B-1 using 20mm graded crushed stone aggregate as in landings, cover slabs( for manhole etc) and similar articals with plain faces, set in cement mortar 1:4 including necessery form work complete all as specified and directed.

M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundation , flooring sub base, complete all as specified and directed.

M&L for mild steel TMT Bars, 10mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking end and binding with and including MS Wire( anneled) not less than 0.9mm dia or securing with clips complete all as specified and directed.

supplying and fixing of retro reflective mandatory/regulatory sign board of size 900mm x 900 mm with supporting legs of 3500mm and made of 2mm thick aluminimum sheet face to be fully covered with high intensity incapsulated type heat activated retro reflactive sheeting confirming to type IV of ASTM-D in blue and silver white or other colour combination incl subject matter, message symboles and border etc as per IRC 67 : 2001 paste by adhesive backing which shall be activated by applying heat and pressure confirming to class-2 and fixing the same with suitable size aluminimum revitt to back support frame of MS angle iron of size 35x35x5mm to the vertical post made upto MS Tee section ISMT 50x50x6 mm at the bottom ends and incl making holes in pipe, angle flate, providing and fixing message plate of required size steel work to be painted with two or more coat of synthetic enamelled paint of required shade and of approved brand over priming coat of zinc cromate rellow primer( Support to be painted in black and white colour). Back side of aluminimum sheet to be painted with two or more coat of epoxy paint over and including appropriate priming coat incl all leads and lifts etc complete all as per drawings specifications and as directed.

M & L for Cutting cast iron/DI pipe 150mm dia for insertion of new Tee Branches etc complete all as specified and directed.

Supply & Laying of 50 mm dia GI pipe "medium grade" ISI mark including all fittings in trenches/wall/floor complete all as specified and directed. (Note:- Excavation and earth work will be measured and paid separately).

Supply & Laying of 25 mm dia GI pipe "medium grade" ISI mark including all fittings in trenches/wall/floor complete all as specified and directed. (Note:- Excavation and earth work will be measured and paid separately).

Supply & Laying of 40 mm dia GI pipe "medium grade" ISI mark including all fittings in trenches/wall/floor complete all as specified and directed. (Note:- Excavation and earth work will be measured and paid separately).

S&F Gun metal gate valve with iron wheel head screwed both iron iron pipe ISI Marked as per IS 778 of following sizes complete all as specified and directed :-

50 MM bore

25 MM bore

20 MM bore

S&F Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed. (Minimum weight 15mm-142gms/ 2 0 m m - 2 1 0 g m s . / 25mm-455gms/ 40mm - 690 gms)complete all as specified and directed .

Supply and fixing rotational moulded polyethylene water storage tank, cylindrical vertical with closed top, 1000 litres capacity, tripple layered, hoisted and fixed in position ,complete all as specified and as directed..

Supplying, laying, jointing & commissioning 100 mm dia DI pipe as per IS-8239-2000, class K-7 with inside cement mortar lining , spigot & socketed ends, laid in trenches, with & including DI fittings with rubber gasket joints complete all as specified and as directed. (Note:- (i) Tyton joints, bends, fittings etc are deemed to be included in unit rate quoted by contractor (ii) Excavation and earth work will be measured and paid separately.

Supplying, laying, jointing, welding and testing MS Pipe 100 mm dia (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,complete all as specified and as directed. (Note:- (i) MS Flanges incl fabrication work will be measured and paid separately. (ii) Excavation and earth work will be measured and paid separately.

Supply and fixing MS flange for 100 mm dia pipe , 16 mm thick duly welded on ends, complete all as specified and as directed.

M&L including jointing and testing of 100 mm cast iron sluice valves class PN-1.6, conforming to IS:14846 flanged ends drilled having stainless steel spindle with cast iron wheel at top complete with nuts, bolts, washers and rubber gaskets, complete all as specified and directed.

Supply, fixing, jointing and testing of 100 mm Cast iron Non Return valve without by pass arrangement, swing type, confirming to IS 5312, flanged ends pressure rating PN 1.6, complete all as specified and directed.

Supply, installation and testing of 100 mm dia flanged end Water Meter woltman type, including testing and making good connection with flanged ends, with gasket rubber sheet and nut & bolts etc ISI Marked fixing in horizontal/incline/vertical position, complete all as specified and as directed at site by the Engineer-in-Charge. (Note:- (i) Flange Joints Including Jointing material shall deemed to be included in the unit rate of this item.

Supply, installation and testing of 100 mm dia flanged ends strainer/dirt box rating (PN 1.6) 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, 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.

Supply, fixing, jointing & testing 100 mm dia Cast Iron Foot Valve flanged ends, swing type operation with rubber sheet confirming to IS 4038 complete all as specified and as directed. Note:- (i) Flanged joints complete with jointing material including SS Hexagonal nuts, bolts and washers of suitable size and flange gasket of suitable thickness shall deemed to be included in the units rate of this item.

S & F of MCCB 63 Amp 3 pole 415 Volts, complete all as specified and directed.

Supply, testing and installation of centrifugal pump set suitable for operation of 5 HP , 3 phase , 2900 RPM, 415 Volts, 50 Hz AC monoblock bore water pump set having discharge of 13.25 l/sec at 25 m head, with all fittings and accessories including PCC foundation all as specified and as directed .

Supply and fixing of 5 HP star delta starter/controller with enclosure suitable for 3 phase , 415 Volts, 50 Hz AC supply comprising single phase preventer, pver load relay, contactor, phase sequence corrector and other accessories all as specified and as directed .

M&L Boring holes under road pavement by bocky manually/mechanically in any type of soil upto 200 mm bore complete all as specified and directed by Engineer-in-Charge. (Note:-Location & depth of boring holes is as directed by EIC)

S&F of DI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of upto 150 mm bore dia size confirming to IS: 1538-1993complete all as specified and directed by Engr-in-Charge.

Tapping of 100mm dia DI Pipe line from Existing DI Pipe line of150mm near Rangshala after cutting the line, inserting suitable Tee of Size 150x150x100mm dia with suitable Tyton Joints and connecting the line, complete all as specified and directed by Engr-in-Charge.

Supplying, laying, jointing & commissioning 150 mm dia DI pipe as per IS-8239-2000, class K-7 with inside cement mortar lining , spigot & socketed ends, laid in trenches, with & including DI fittings with rubber gasket joints complete all as specified and as directed. (Note:- (i) Tyton joints, bends, fittings etc are deemed to be included in unit rate quoted by contractor (ii) Excavation and earth work will be measured and paid separately.

M&L including jointing and testing of 150 mm cast iron sluice valves class PN-1.6, conforming to IS:14846 flanged ends drilled having stainless steel spindle with cast iron wheel at top complete with nuts, bolts, washers and rubber gaskets, complete all as specified and directed.

Removal of Existing 150mm DI Pipe line from position and Labour only for re-laying the same , complete all as specified and directed.

Construction of valve pit of double brick masonary 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. of the following sizes :-

1370mm x1060mm x 910mm

910mm x 1060mm x 910mm

M&L for excavation in any type of soil through trenches technology by HDD (Horizontal directional drilling method) including preparing amd setting up the plant and equipment. Preparing new pipe work material included all related civil work and mechanical work like excavation, shoring/strutting etc drilling, stringing, reaming and pulling back the new pipe work on the path alignment proper disposal of drilling fluid and ground penetrating radar survey to protect any existing utilities at he pipe installation location restoration of site after completion all inclusive as pet and STT IS No 2.3.2.2.2.2. second edition 2008 code of practice for trenches technology suiting Indian condition for making horizontal bore of size upto 250 mm dia suitable for insertion of HDPE pipe 150mm nominal dia of 28 mm wall thickness of grade PE 80 for protection of MS/DI pipe 100 MM dia to any depth by manually or any means complete all as specified and directed. (Note :- (i) MS pipe will be measured and paid for separately. (ii) Permission required from civil authority/department prior to executing the work is the responsibility of contractor and the cost for the same shall be deemed in unit rate quoted by the contractor complete all as specified and directed. )

Rahul Enterprises (BID ID -3401161)

Ridhi engineers and builders (BID ID -3406608)