Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #33983701

Laying Fitting Of Rising Main,Gravity Main Distribution Network Of G.I.Pipes,Of Wss Peoni

Issued by Government Departments · udhampur, Jammu And Kashmir
Tender Value
1.86 Crore
Estimated cost
Bid Submission
01 Oct 2022
0 days left
EMD
3.72 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
udhampur → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Laying Fitting Of Rising Main,Gravity Main Distribution Network Of G.I.Pipes,Of Wss Peoni

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 24-Sep-2022 Date extend2 Date 01-Oct-2022

BOQ

work No. 06: LAYING & FITTING OF RISING MAIN, GRAVITY MAIN & DISTRIBUTION NETWORK OF G.I.PIPES, 315 NOS FHTC AND CONSTRUCTION OF 40NOS ANCHOR BLOCKS STEEL ROPE CROSSING, 03 NOS COLLECTION TANK,03 NOS 10000 GLNS, 03 NOS 5000 GALLON GROUND SERVICE RESERVOIR, PROTECTION WORK, 01 NO PUMP ROOM, 04 NOS FILTRATION GALLERY & CHAINLINK FENCING UNDER WSS PEONI (JJM)
Sl. No. Item Description
1Earth work in bulk excavation by manual meansover areas (exceeding 30 cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil.
2Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed inall kinds of soils.
3Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 100mm dia
4Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 80mm dia
5Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work G.I Pipe 65 mm dia
6Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work G.I Pipe 50 mm dia
7Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 40 mm dia
8Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work G.I Pipe 32 mm dia
9Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 25 mm dia
10Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 20 mm dia
11Laying and fitting of G.I pipe ( all classes)complete excluding the cost of pipes ,fittingsand earth work. G.I Pipe 15 mm dia
12Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
13Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Water bound macadam road.
14Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Bituminous road.
15Providing & Fixing brass bib cock of approved quality 15 mm nominal bore
16Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore
17Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etccomplete
18Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete50mm to 80mm dia.
19Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete25mm to 40mm dia.
20Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 80MM dia (PN 1.6 ) make Leader/KSB/Kirloskar/Zoloto
21Sliuce valve: ISI Marked/Heavy duty Sluice valve (Variety:PD) for water works purpose, CI double flanged type with hand wheels and pressure desiganation conforming to IS 4846/2000 with upto date amendments. Components/part of Sluice valves shall be manufactured from basis material given in relevant IS:Code. The valves shall be tested for (Closed end test) against hydrostatic test requirement. 65MM dia (PN 1.6 ) make Leader/KSB/Kirloskar/Zoloto
22Reflux valves: ISI Marked/Heavy duty swing check type Reflux (Non return) valves for water works purposes single door pattern conforming to IS: 5312(Part - I) - 1984 with upto date amendments nominal pressure as mentioned 80 mm dia (PN 1.6) make Leader/KSB/Kirloskar/Zolto
23Reflux valves: ISI Marked/Heavy duty swing check type Reflux (Non return) valves for water works purposes single door pattern conforming to IS: 5312(Part - I) - 1984 with upto date amendments nominal pressure as mentioned 65mm dia (PN 1.6) make Leader/KSB/Kirloskar/Zolto
24Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 80 mm nominal bore
25Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm nominal bore
26Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm nominal bore
27Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm nominal bore
28Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 32 mm nominal bore
29Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 25 mm nominal bore
30Providing and fixing of gun metal gate valvewith C.I. wheel of approved quality as per BIS specifications (screwed end) 20 mm nominal bore
31Supply of stone in Horizontal on level
32Dumping andfilling of stone in Horizontal on level
33Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone upto 40mm thick size nominal size)
34Providing &layingin position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level in 1:3:6 (1 cement:3coarse sand : 6 graded stone upto 20mm thick size nominal size)
35Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
36Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
37Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with1:1½:3 (1 cement: 1½ Coarse sand : 3 graded stone aggregate 20mm nominal size)using crushed stone agg.)
38Providing 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 level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
39Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15°upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
40Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works upto plinth levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
41Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
42Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC.Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix.
43Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more
44Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)
45Extra for Brick work with common burnt clay bricks in superstructure above plinth level up to floor V level
46Centering and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc for mass concrete .
47Extra for shuttering in circular work
48Centering and shuttering including strutting, propping etc and removal of form work for Walls(any thickness) including pilasters, butresses,plinth and string courses etc.
49Extra for shuttering in circular work
50Centering and shuttering including strutting, propping etc and removal of form work for Lintels Beams, plinth beams, girders , bresssumers and cantilevers.
51Extra for shuttering in circular work
52Centering and shuttering including strutting, propping etc and removal of form work for Supended floors, roofs, landings , balconies and access platforms
53Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span
54Edges of slabs and breaks into floor & walls under 20 cm wide
55Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete40mm thick with 20mm nominal size stone aggregate
5612mm thick cement plaster of mix 1 : 4 (1 cement : 4 Coarse Sand)
57Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, allnecessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece.
58Painting with synthetic enameled paints of approved brand and manufacture to give an even shade two or more coats on new work over an under coats of suitable shade with ordinary paints of approved brand and manufacture. New work (two or more coats) applied @ 3.84 kg/10 Sqm.
59Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement
60Finishing exterior & Interior with Water proofing cement paint of approved brand and manufacture to give an even shade new work(Two or more coats [email protected]/10Sqmt)
61Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
62Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge Made of G.I. wire of dia 4 mm
63Providing and incorporating ( During concretingGP sheet strings water seal 1.25 mm nominal thick at const. joints includingends so as to form a continues barrier strips area excluding laps to bemeasured
64Providing and fixing S.C.I. S & S 100 mm dia bend
65Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S
66Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes 75 mm diametre
67Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
68Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) 80mm dia (Medium)(for washout/delivery main/welded with MS plate thick 150x150mm size and for suction pipe)
69Providing steel rope crossing including cost of steel rope, U-Clamp, iron clamp/hooks, labour charges for stretching the steel rope in position, hire charges of chain pully along with operator, laying and fitting of GI pipes including all carriages complete job
70Commissioning of Filtration Gallery including cost of carriage of filter media, valves, pipe specials, v-screen pipes, GI pipes etc complete job
71Providing and fitting concealedElectrification of operator room including kitchen, bathroom, verandah etc. (complete job) i.e. LED lights = 10 Nos including Fuse box 1 No. Main switch (with complete wiring and switches), 4 no 15 Amp sockets , 5 Amp 5 no. sockets, 01 no fan, etc as per BIS standards ( as per directions of Engineer- In-charge)
72Carriage ofG I Pipesfrom Departmental Store at Udhampur by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 40 km
73Carriage ofG I Pipes by Manual mean from Road side (to be identified by Engineer in charge) to site of work including cost for loading , unloading & stacking for an av. distance ofAverage 300 m
74Carriage of Sandby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 25 km
75Carriage ofstone aggregate (Crushed) above 20 mmby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 15km
76Carriage of sand andstone aggregate (Crushed) above 20 mmby Manual means from road side(to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of300 m
77Carriage of Soling stone/ boulders by manual means fromroad side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of300 m
78Carriage ofBricks by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance ofAverage40 km
79Carriage ofBricks by manual Menas from road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 300m
80Carriage ofcement & steelfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 40 km
81Carriage ofcement by manual means from road side (to be identified by Engineer in Charge)to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 300 m
82Carriage ofsteel by manual means from road side (to be identified by Engineer in Charge) by Head Load to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 300 m
83Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge.

AI Tender Summary

OUR REF NO 33983701
AUTHORITY Government Departments
TENDER VALUE 1.86 Crore
LAST DATE 01-10-2022
Authority
Authority Name Public Health Engineering Department
Work Description Laying Fitting Of Rising Main,Gravity Main Distribution Network Of G.I.Pipes,Of Wss Peoni
Basic Detail
Tender No ENIT No. 07 of 2022-23 JJM PIPE
Bidding Type Tender
Location
City udhampur
State Jammu And Kashmir
Key Dates
Publish Date 24 Sep 2022
Submission Date 01 Oct 2022
Open Date 03 Oct 2022
Finance
Tender Value 1.86 Crore
Tender Fee 500
EMD 3.72 Lakhs
Exemption Not Available
Document List
2a16db05-f014-4db5-aa36-ec101c40c4a6.html
BOQ_486110.xls
Tendernotice_1.pdf

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Tender Timeline

Sep 24, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 01, 2022
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Oct 01, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Oct 03, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

2a16db05-f014-4db5-aa36-ec101c40c4a6.html

xls

BOQ_486110.xls

pdf

Tendernotice_1.pdf

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