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Tender For Annual Maintenance To Phe Installations, Structures Including Pipe Net Work And Execution Of Emergent Nature Of Jobs For All Water Supply Schemes Of P.H.E Sub Division Budgam For The Year 2024-25, budgam-Jammu And Kashmir

Public Health Engineering Department-PHED has published Tender For Annual Maintenance To Phe Installations, Structures Including Pipe Net Work And Execution Of Emergent Nature Of Jobs For All Water Supply Schemes Of P.H.E Sub Division Budgam For The Year 2024-25. Submission Date for this Tender is 03-05-2024. Water Supply Project Tenders in budgam Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

43244106
Tender For Annual Maintenance To Phe Installations, Structures Including Pipe Net Work And Execution Of Emergent Nature Of Jobs For All Water Supply Schemes Of P.H.E Sub Division Budgam For The Year 2024-25
Open Tender
Indian
Jammu And Kashmir
budgam
03-05-2024

Tender Details

Tender For Annual maintenance to PHE installations, structures including pipe net work and execution of emergent nature of jobs for all water supply schemes of P.H.E Sub Division Budgam for the year 2024-25

Key Value

Document Fees
INR 1000 /-
EMD
INR 32000.0 /-
Tender Value
INR 16 Lakhs /-

BOQ Items

Name of Work:- Annual maintanance to PHE installations, structures including pipe net work and execution of emergent nature of jobs for all water supply schemes of P.H.E Sub Division Budgam for the year 2024-25
Sl. No. Item Description
1Arresting of leakages of G.I pipe network comprising of supply mains, Sub mains and distribution system at spots including trench excavation manually or by mechanical means if required at site for all kinds of soils strata/ road cutting/ordinary rock, with all leads and lifts. Providing and fixing of spun yarn with wood packing for tightening of leaking joints,setting right the profile of the joint including cost of dewatering if required at site, refilling of the trenches with available soil and consolidating each deposited layer by ramming and watering (complete job)
280 mm to 150 mm nominal bore
350 mm to 65 mm nominal bore
420 mm to 40 mm nominal bore
5Arresting of leakages of D.I mains, sub mains at spots including trench excavation manually or by mechanical means if required at site, for all kinds of soil Strata/ road cutting/ordinary rock, including all leads and lifts,providing and fixing of spun yarn with wood packing for tightening of leaking joints,setting right the profile of the joint and including cost of dewatering if required at site, refilling of the trenches with available soil and consolidating each deposited layer by ramming and watering(complete job)
6Up to 150 mm nominal bore
7Above 150 mm up to 300 mm nominal bore.
8Above 300 mm nominal bore
9Arresting of leakages of C.I mains, sub mains at spots including trench excavation manually or by mechanical means if required at site, for all kinds of soil Strata/ road cutting/ordinary rock, including all leads and lifts,providing and fixing of spun yarn with wood packing for tightening of leaking joints,setting right the profile of the joint and including cost of dewatering if required at site, refilling of the trenches with available soil and consolidating each deposited layer by ramming and watering(complete job)
10Up to 150 mm nominal bore
11Above 150 mm up to 300 mmnominal bore.
12Above 300 mm nominal bore
13Construction of anchor/saddle blocks of required size with necessary clips, nuts bolts of 1 : 2 : 4 Cement concrete with all carriages, form work Complete job as per instructions of engineer in Charge
14Providing, manufacturing, fabricating and fixing in position duly welded MS Pipe specials of various nominal bore and of required size, with all leads and lifts and carriages of all types to material and equipment required as per strict instructions of Engineer in Charge complete job.
15Welding of leaking joints /Cracked sports to G.I pipes of various nominal bore or where ever necessary to the installations including cost of welding rods as per requirement all inclusive, the job includes the running, handling, re handling charges and all carriage charges of all equipment in all terrains of site of work and in all conditions of weather and prevailing situations complete job as per requirement and instructions of Engineer in charge.
16Removing blockades from G.I supply mains, sub mains and distribution system or Defrosting of the same in all conditions including cost of removing of pipes with earth work of all sorts up to required depth and refitting/relaying of the pipes and re filling of trenches with the available earth complete as per instructions of Engineer in charge complete job
17Re threading of G.I Pipes with all leads and lifts and carriages complete job as per instructions of Engineer in Charge:
1820 mm nominal bore
1925 mm nominal bore
2040 mm nominal bore
2150 mm nominal bore
2265 mm nominal bore
2380 mm nominal bore
24100 mm nominal bore
25Providing and fixing of M.S. Flanges 12mm thick to various dia’s of G.I pipes including welding of flanges to the pipes ends, Insertion of rubber gaskets, fixing of M.S nuts and bolts of required dia as per direction of site engineer, including cost of carriage of materials, handling re handling charges and Gen Set & welding sets required at site and also testing of pipes (Complete job as per strict instructions of Engineer in charge)
26100mm dia G.I pipe
2780mm dia G.I pipe
2865 mm dia G.I pipe
2950mm dia G.I pipe
30Replacing of old worn out MS flanges by new ones of 12 mm thick with all welding charges, nuts and bolts, rubber gasket insertions in all conditions, the job shall include all equipment charges like Gen set and welding accessories with all leads and lifts, carriages of all sorts all inclusive complete job as per instructions of Engineer in charge.
31150 mm nominal bore.
32100 mm nominal bore.
3380 mm nominal bore.
3465 mm nominal bore.
3540 mm nominal bore.
36Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth up to 1.5mtr including disposal of excavated earth up to 1 meter from cutting edge, disposed earth is to be leveled and neatly dressed in : All kinds of soil
37Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth up to 1.5mtr including disposal of excavated earth up to 1 meter from cutting edge, disposed earth is to be leveled and neatly dressed in : Ordinary rock
38Earth work in excavation by mechanical means (Hydraulic Excavator) in foundation trenches, trenches, drains, pipes and cables etc; (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 mtr including getting out excavated soil and dispoal of surplus soil as directed within a lead of 50 mtr.
39All kinds of Soil
40Excavation in water bound macadam road including stacking of serviceable and un serviceable material separately and disposal of unserviceable material lead upto 50 m and lift up to 1.50 m, disposed material to be neatly dressed
41Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
42Repairs to sluice valves by way of opening out of different parts incld. oiling/gracing and providing and fixing of rubber packing/washers/nuts/bolts and change of worn out check nuts/spindle rods wherever necessary complete job as per instructions of Engineer in Charge.
43100mm dia
44150mm dia
45200mm dia
46250mm dia
47300mm dia
48Repairs to air valves incl. change of worn out bolts /rubber washers with necessary adjustments for air vent all complete incl. handling, re handling and making necessary plate form for execution of the job. complete job all inclusive as per instructions of Engineer in Charge.
4965mm dia
5080mm dia
51100mm dia
52150mm dia
53Removal of blockades/arresting of leakages including earth workat spots incl. cutting of pipes dewatering, insertion of double collars and spun yarn and testing of joint all complete including cost of G.I double collar to be provided by the Deptt. complete job.
54150mm dia G.I D.I/C.I
55200mm dia D.I/C.I
56250mm dia D.I/C.I
57300mm dia D.I/C.I
58Providing and fixing of C.I double acting air valve of approved quality with bolts, nuts, rubber insertions etc;incl. tail pieces, tapers etc.Complete as per site requirement
59100 mm dia.
6080 mm dia.
6150 mm dia.
62Dismantling C.I pipes including excavation and refilling trenches after taking out the pipes manually/by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of engineer in charge.
63Up to 150 mm diameter
64Above 150 mm dia. Up to 300 mm dia.
65Above 300 mm diameter.
66Dismantling C.I pipes excluding excavation and refilling trenches after taking out the pipes manually/by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of engineer in charge(excluding earth work)
67Up to 150 mm diameter
68Above 150 mm dia. Up to 300 mm dia.
69Above 300 mm diameter.
70Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 meters.
71Up to 150 mm diameter
72Above 150 mm diameter
73Laying in position centrifugally cast (Spun) iron S&S or flanged pipes (excluding cost of pipes)
74Providing lead caulked joints to spun iron or C.I. pipes and specials incl. testing of joints but excluding the cost of pig lead.
75100 mm dia. Pipe
76150 mm dia. Pipe
77200 mm dia. Pipe
78250 mm dia. Pi[pe
79300 mm dia. Pipe
80Welding by gas plant including transportation of gas welding plant at site etc, complete
81Welding by electric plant including transportation of electric welding plant at site etc, complete
82Silt clearance in canals, intake channels, sumps and the like in all conditions of topographic of soil conditions and altitudes of exaction and dumping of excavated material and in all conditions of weather and circumstances by using pock lain excavator of all altitude excavating arms with all leads and lifts including carriage of the Pock lain to and fro complete job in all respects, with fuel and maintenance charges of the pock lain with skilled and non skilled supervisory staff all inclusive , nothing extra can be paid in any case or disposed earth to be leveled and neatly dressed:
83Earth work in excavation by mechanical means (Hyd. Excavator) over areas (exceeding 30cm in depth 1.5 mtr. in width as well as 10 sqm. plan) including disposal of excavated earth lead upto 50 mtr. and lift upto 1.5 mtr. disposed earth to be leveled and neatly dressed:
84In all kinds of soils
85Ordinary rock
86Providing/ laying and fittingincludingsucessfultesting and jointingof G.I pipes( as per JS:1239 of 2004 and latest ammendments thereof) complete with fittingsexcluding trenchingand refilling etc( external work) but including all carriagesupto site of work complete Job.
87100 mm dia GI pipes
8880 mm dia GI pipes
8965 mm dia GI pipes
9050 mm dia GI pipes
9140 mm dia GI pipes
9225 mm dia GI pipes
9320 mm dia GI pipes
9415 mm dia GI pipes
95Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work.
96100 mm dia GI pipes
9780 mm dia GI pipes
9865 mm dia GI pipes
9950 mm dia GI pipes
10040 mm dia GI pipes
10125 mm dia GI pipes
10220 mm dia GI pipes
103Filling available excavated earth excluding rock in trenches, plinth, sides of foundation etc in layersnot exceeding 20 cm in depth consolidating each deposited layer by rammingand watering lead up to 50m and lift up to 1.5m.
104Dismantling GI pipes (external work) incld. excavation and refilling trenches after taking out the pipes, manually / by mechanical means incld. stacking of pipes within 50 mtrs lead:
105Above 40 mm nominal bore
10615 - 40 mm nominal bore
107Providing push – on – joints to centrifugally (spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket
108100 mm dia pipes
109150 mm dia pipes
110200 mm dia pipes
111250 mm dia pipes
112300 mm dia pipes
113400 mm dia pipes
114450 mm dia pipes
115Dismantling of spindle / rod and check nuts of flanged type sluice valves by way of manufacturing of new spindle / rod made out of mild steel & new check nut made out of gun metal material. The job includes dismantling of sluice valve reassembling after fixing of spindle & check nut duly manufactures and threaded in workshop including cost of welding, packing, carriage to & fro upto the workshop and back to site of work (Complete job) from 100 mm dia sluice valve upto 350 mm dia sluice valve
116Providing / fixing of M.S double collers/ arresting of leakagesby way of weldingincluding all sorts of carriages
11780 mm dia
118100 mm dia
119150 mm dia
120200 mm dia
121Providing / fixing of double collers, G.I./ M.S. for arresting of leakages by using led & spun yarn incld. earthwork excavation, refilling etc. including all sorts of carriages (length verying from 0.60 to 1 Mtr.)
12240 mm dia
12350 mm dia
12465 mm dia
12580 mm dia
126100 mm dia
127150 mm dia
128200 mm dia
129Providing and fixing including testing, commissioning & fabricating at site M.S pipe Specials incld. M.S flangesmade out of 6 mm thick M.S sheet including cost of flanges 12mm thick Nuts, Bolts, washers etc & all sorts of carriages upto site of work, as per requirement at site complete job.
130Providing and fixing of Electrical points (heating and lighting) incld. cost of wire switches, necessary MCB’s switch boards, ceiling roses reputed make ISI mark screws, casing / conduit materials of allsorts of carriage and labour charges required for the job.
131Lighting points
132Heating points
133Supply of pipe specials from open market, if not available in the Divisional stores (available supplies if any has to be lifted from the Divisioanl stores). Make of NIKE; NEW; LINK & UNIFIX
13480 mm dia G.IUnion
13565 mm dia G.I. Union
13650 mm dia G.I. Union
13740 mm dia G.I. Union
13825 mm dia G.I. Union
13920 mm dia G.I. Union
14080 mm dia G.I. Elbow
14165 mm dia G.I. Elbow
14250 mm dia G.I. Elbow
14340 mm dia G.I. Elbow
14425 mm dia G.I. Elbow
14520 mm dia G.I. Elbow
14680 mm dia G.I. Socket
14765 mm dia G.I. Socket
14850 mm dia G.I. Socket
14940 mm dia G.I. Socket
15025 mm dia G.I. Socket
15120 mm dia G.I. Socket
15280 mm dia G.I. Nipple upto 10"
15365 mm dia G.I. Nipple upto 10"
15450 mm dia G.I. Nipple upto 10"
15540 mm dia G.I. Nipple upto 10"
15625 mm dia G.I. Nipple upto 10"
15720 mm dia G.I. Nipple upto 10"
15815 mm dia G.I. Nipple upto 10"
15925x25x20 mm dia G.I. Equal Tee
16040x40x25 mm dia G.I. Equal Tee
16150x50x40 mm dia G.I. Equal Tee
16265x65x50 mm dia G.I. Equal Tee
16380x80x65 mm dia G.I. Equal Tee
16425x20 mm dia Socket/ Reducer
16540x25 mm dia Socket/ Reducer
16650x40 mm dia Socket/ Reducer
16765x50 mm dia Socket/ Reducer
16880x65 mm dia Socket/ Reducer
16925x20 mm dia Elbow/ Reducer
17040x25 mm dia Elbow/ Reducer
17150x40 mm dia Elbow/ Reducer
17265x50 mm dia Elbow/ Reducer
17380x65 mm dia Elbow/ Reducer
174Supply of Kerosene
175Re-threading of damaged pipe ends including carriage from site to workshop and back.
17620 mm dia
17725 mm dia
17840 mm dia
17950 mm dia
18065 mm dia
18180 mm dia
182Dismentalling of backwash motors/ Alum motors/ bleaching motors of filtration plants by way of rewinding of core made out of copper metal fiber superior type of required thickness and guage. The job includes replacing of bearings, water seal, nuts, bolts, rubber washers and painting of instruments. The job also includes all sorts of carriage from site to work upto workshop to & fro including testing & commissioning of following capacity.
183For 0.50 HP to 2.00 HP
184For 3.00 HP to 5.00 HP
185For 5.00 HP to 10.00 HP
186Dismentalling of complete reduction gear unit of de-sludge bridges for repairs by way of providing & manufacuring of complete reduction gear with hub. The job includes costing of brass material, grinding & finishing of virme in order to make the new teeth, replacement of damaged oil seals by way of new one, replacemnet of ball bearings, pouring of required specific gravity ear oil in order to run the reduction gear in smooth order, refixing of same at the site of work incld. all sorts of carriage fro site of work upto workshop and back to site of work including testing & successful commissioning (complete job)
187Hire charges of vehicle alongwith comercial driver licensed.
188upto 60 Km per day
189Overhauling voltage stabilizers installed at site. The job includes pouring / filling of transformer oil of required specified gravity, replacement of driven rotars (automatic), replacement of voltage meters, Amp meters, indicators, thimbles etc. complete job, making the unit complete functional for bearing of required load. The job also includes labour charges, cost of wiring, pin sockets and all sorts of carriages from site of work upto the workshop & back to actual site of work incld. installation at site & testing, successful commissioning complete job.
1905 KV to 10 KV
19110 KV to 20 KV
19220 KV to 30 KV
193Repairs of electrification including replacement of tornout fittings.
194Desilting ofvarious strectures by manual means incl. disposal of desilted material from site premised with all carriages lead and lifts etc.The job includes, washing and cleaning of walls, beds, drains and floor etc. with bleaching powdwer solution complete job
195Making connection of GI distribution branch with GI main of following sizes, by P/F of tees, incld. cutting and threading the pipe etc. complete
19625 to 40 mm dia nominal bore
197Above 40 mm nominal bore
198Dismantling old plaster or skirting, ranking out joints and cleaning the surface for plaster incld. disposal of rubbish to the dumping ground within 50 metres lead.
199Demolishing stone rubble masonry manually/ by mechanical means incld. stacking of serviceable material and disposal of unserviceable material within 50 mtr. lead: In cement mortar.
200Demolishing of cement concrete 1:3:6 or richer mix manually/ by mechanical means including disposal of materials within 50 m lead.
201Providing & laying in position cement concrete of specified grade excld. cost of centring & shuttering – All work upto plinth level; 1:2:4 (1 cement : 2 coarse sand : 4 graded stone agg. 20 mm nominal size) Crushed
202Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring and shuttering, finishing and reinforcement– All work upto plinth level: 1:2:4 (1 cement: 2 coarse sand : 4 graded stone agg. 20 mm nominal size)
203Providing and laying in position cement concrete of specified grade excld. cost of centring and shuttering – All work upto plinth level: 1:3:6 (1 cement : 3 coarse sand: 6 graded stone agg. 40 mm nominal size) (Nallah)
204Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
205Reinforced cement concrete work in walls (any thickness) incld. attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excld. cost of centring, shuttering, finishing and reinforcement: 1:1.5 :3 (1 cement : 1.5 coarse sand: 3 graded crushed stone agg. 20 mm nominal size)
206Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excld. the cost of centering, shuttering, finishing and reinforcement with 11.5;3(1 cement: 1.5 coarse sand: 3graded stone agg. 20 mm nominal size).
207Providing and layingcement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or laces, courses, parapets, coping, bed blocks, anchor blocks, plain window sills, sunken floors fillets etc. upto floor five level, excluding cost of centring, shuttering and finishing. 1:2:4 (1 cement : 2 coarse sand: 4 graded stone agg. 20 mm nominal size) Crushed
208Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone agg.) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete 50 mm thick 20mm nominal size of agg. (Crushed)
209Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more
210Replacement of /Supply of PVC gate valve for bleeching/Alum tanks/ Foot valve (B-class)( PRINCE/NIKE) 20 mm dia. PVC pipe
211Replacement of /Supply of PVC gate valve for bleeching/Alum tanks/ Foot valve (B-class)( PRINCE/NIKE) 25 mm dia. PVC pipe
212Replacement of /Supply of PVC gate valve for bleeching/Alum tanks/ Foot valve (B-class)( PRINCE/NIKE) 32 mm dia. PVC pipe
213Replacement of /Supply of PVC gate valve for bleeching/Alum tanks/ Foot valve (B-class)( PRINCE/NIKE) 40 mm dia. PVC pipe
214Replacement of /Supply of PVC gate valve for bleeching/Alum tanks/ Foot valve (B-class)( PRINCE/NIKE) 50mm dia. PVC pipe
215Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
216100 mm dia Gate valve
21780 mm dia Gate valve
21865 mm dia Gate valve
21950 mm dia Gate valve
22040 mm dia Gate valve
22125 mm dia Gate valve
22220 mm dia Gate valve
223300 mm dia Sluice valve
224250 mm dia Sluice valve
225200 mm dia Sluice valve
226150 mm dia Sluice valve
227100 mm dia Sluice valve
22880 mm dia Sluice valve
229Providing fixing of C.I NRVS ISI marked of reputed make including cutting of pipes fixing of MS flanges and cost of nuts ,bolts , washers etc including earth work complete.
230100mm dia
231150mm dia
232200mm dia
233250mm dia
234Providing and fixingof PVC water tank with all accessories
235Centering and shuttering including strutting, propping etc and removal of form work for:
236Foundations, footings, basis of columns etc.
237Walls (any thickness) incld. attached pilasters, buttresses, plinth and string courses etc.
238Columns, pillar, piers, posts and struts.
239Suspended floors, roofs, landings, balconies and access platform.
240Lintels, beams, plinth beams, cantilevers, etc.
241Stairs, (excld. landings) except spiral staircases.
242Clearing snow (with frost) from Plants ,its premisis etc. manually using picks and shovels; snow depth upto:
243Snow depth upto 150 mm
244Snow depth over 150 mm but upto 250mm
245Clearing snow avalanche mixed with frost and compressed snow, including all types of equipments and safety to the workers while clearing the avalanches at head site
246Supplyof fire wood /rejection wood includingall carriagesuptosite of work,complete
247Random Rubble masonry with hard stone from quarry in foundation and plinth inclkuding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with: Cement mortor 1:6 (1 Cement : 6 Coarse Sand)
248Dry random rubble masonry with hard stone in foundation and plinth : Using nallah stone without bond stone
249Providing / fixing of M.S. step collers from 100 mm to 450 mm dia including earthwork excavation, refilling, dewatering etc. including all sorts of carriages, complete
250Cutting road and making good the same including supply of extra quantities of material i.e. aggregate, moorum Screening, red bajri macadam and labour required WBMQuarry
251Renewing glass pans with wooden fillets wherever necessary, Glass pans weighing 10 kgs per Sqm (4 mm )
252Repairs / replacement of water closet / flushing cistern including necessary controlled device incld. replacement of accessaries etc. complete job
253Surface dressing of the ground including removing vegetation and in-equalities not exceeding15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m in all kinds of soils
254Structural steel work in single section without connecting plate incld. cutting, hoisting, fixing in position and applying an priming coat of approved steel primer all complete.
255Structural steel work in single section with connecting plate incld. cutting, hoisting, fixing in position and applying an priming coat of approved steel primer all complete.(Riverted and bolted)
256Structural steel work welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
257Steel work welded in built up sections / framed work incld. cutting, hoisting, fixing in position and applying a preming coat of approved steel primer using structural steel etc. asrequired :in gratings, frames, gates etc.
258Providing corrugated G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surface) excluding the cost of purlins, rafters and trussers and including cutting to size and shape shereverrequired 0.50 mm thick with zinc coating not less than 275gm/m2
259Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete, 0.63mm thick with zinc coating not less than 275gm/ m2
260Dismantling roofing including ridges, hips valleys and gutters, etc. and stacking the material within 50 metres lead of : G.S Sheet.
261Supply of unskilled labours
262Supply of skilled labour
263Providing and laying in position E.C bags filled with earth/sand including excavating earth/Sand from barrow pits, filling in E.C bags, sewing, stitching, cost of empty cement bags placing in position in all conditions, in or under water. The job includes all types of carriages, leads and lifts and removing of the same all inclusive Complete job.
264Providing and fixing/ erecting of C.G.I sheets across the water flow in nallahs using wooden posts/Struts/Bracing of required sizes as per proper requirement to raise the water level to desired level as directed by site Engineerfor smooth flow of discharge in sump cum pump housecomplete job incl.all carriages leads and lifts involved thereof.
265Construction of earthen Mathu Bunds of required parameters in all situations and conditions of topographies, including collection of necessary material within the vicinity with all carriages leads and lifts all inclusive as per directions of Engineer in charge
266Providing and laying of filter media of required grades and sizes over the filter beds from Ganderbal duly approved by the site Engineer and of proper specifications with all carriages, leads and lifts complete job.
267Removing of existing filter media from filter beds and dumping of the same within 50 meters lead for cleaning, sorting of graded material separately for relaying of the same on the filter beds with all leads and lifts complete job.
268Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing,panelling and dash fasteners to be paid for separately.)
269Powder coated aluminum (minimum thickness of powder coated 50 microns)
270For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.)Powder coated aluminum (minimum thickness of powdercoated 50 microns)
271Providing and fixing glazing in aluminum door, window, ventilatorshutters and partitions etc. with EPDM rubber / neoprene gasket etc.complete as per the architectural drawings and the directions of engineer in-charge. (Cost of aluminum snap beading shall be paid in basic item.)With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm)
272Manufacturing,Providing and fixing of MS fittings from 6mm thick MS plate as per site requirement including welding charges ,priming coatof red oxide including all carriages complete.
273Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
274Printing of JJM logos with Area 3.00 Sqm complete job
275Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
276Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.
277Cutting of pipe, providing and fixing MS flanges to end for fixing of sluice valves CI isi marked of reputed make of following dia pipes.
27880mm dia
279100 mm dia
280150mm dia
281200mm dia
282250mm dia
283300 mm dia
284Providing and fixing 15 mm nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
285Providing and fixing Flex Hoardings/ Banners complete job
286Carriage of material from divisional store or from source to road/ dumping site of work by Mechnical Transport including loading unloading and stacking etc.
287Cement/ Steel average lead of:
2880-20 Kms
28920-40 Kms
29040-60 Kms
291Sand/ Aggregate/ Stone Soling average lead of:
2920-20 Kms
29320-40 Kms
29440-60 Kms
295carriage of material from dumping/ road site to actual site of work by Meanual Means including loading unloading and stacking etc.
296Cement/ Steel/ Pipes
2970-200 Mtrs
298200-400 Mtrs
299400-1000 Mtrs
300Sand/ Aggregate/ Stone Soling average lead of:
3010-200 Mtrs
302200-400 Mtrs
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