Tender For Shahabad Nagar Panchayat Reorganization Water Supply Scheme, Submission Of Design, Drawing, Testingof Bearing Capacity Of Soil And Supply Of All Material, Labour T&P Etc. And Construct As Per Tenderers Own Seismic Proof Design And Drawings (Ap, Shahabad-Uttar Pradesh

TDR : 45127978

Tender Notice
Corrigendum Details
BOQ

Expired

Shahabad , Uttar Pradesh

Tender Brief : Corrigendum : Tender For Shahabad Nagar Panchayat Reorganization Water Supply Scheme, Submission Of Design, Drawing, Testingof Bearing Capacity Of Soil And Supply Of All Material, Labour T&P Etc. And Construct As Per TendererS Own Seismic Proof Design And Drawings (Ap

Document Fees
₹ 23600 /-

EMD
₹ 2350000.0 /-

Tender Value
₹ 23.05 Crore /-

Submission Date
21-10-2024

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	15-10-2024	Corrigendum III	Date	21-10-2024
2	09-10-2024	Corrigendum I	Date	15-10-2024
3	09-10-2024	Corrigendum II	Other	15-10-2024
4	07-10-2024	Corrigendum	Date	15-10-2024

Name of Work: SHAHABAD NAGAR PANCHAYAT REORGNIZATION WATER SUPPLY SCHEME UNDER AMRUT 2.0 PROGRAMME

Sl. No.	Item Description
1	Submission of design, drawing, testingof bearing capacity of soil and supply of all material, labour T&P etc. and construct as per tenderer\"s own seismic proof design and drawings (approved by the department) complete intze Type on raft or pile cum raft foundation with columns and braces of1750 KL/20M, 1550KL/22 M, 750Kl/20M Three Nos R.C.C. Over head Tank from made up ground level at site to the top of bottom ring beam of tank, with a minimum free board of 15cm . The design of the tank shall base on safe bearing capacity of soil at site as 8 T/m2 and depth of foundation as 3.00 m from existing ground level on pile/raft foundation. made up level of OHT will be taken as 1.00 M above existing gound level. Extra earth required for made up level will be arranged by the contractor at his own cost. The work will include testing of Bearing Capacity of soil at site also from a Goverment Engineering College such as IIT/BHU/AMU/NIT or as per direction of Engineer-in-charge. If the bearing capacity of soil less than 8 T/m2 than the contractor will submit the design on the same B.C. No extra payment will be paid for this. All other details of tank not covered here shall also be as per specifications enclosed.Submission of test report of Soil bearing capacity only through recognized and approved insitution as recommended by Engineer-in-charge.Submission of 5 sets of detailed design and drawing of OHT from any recognized University as per direction of Engineer-in-charge.All components of R.C.C. O.H.T. will be casted in M-30 grade conc. or as per approved design including fixing of various pipes and ventilator at top and fixing of M.S. Sheet of 10 gauge manhole cover of 60 cm x 60 cm size with frame and locking arrangement and railing including supply of all material.R.C.C. stair case with 1.0 m minimum clear width attached with tank body (as two column based ) as an access to Balcony and Top Dome of tank from ground level as per design & drawing with 1.25m high railling and gate with cabin as per specification including supply of all materials.M.S. ladder made of 50 X 50 X 6 mm angle section and 20 mm plain M.S. bars (specification of M.S. should be as per IS 800-2007) with hand rails of 20 mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC plateform (75 X 75 cm and 10 cm thick) projecting from top ring beam and one alluminium ladder inside the tank body ( from manhole in top dome to bottom dome).Proper R.C.C. railing and 20 mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony at each landing from landing with top ring beam upto manhole on the top dome and at the periphery. The G.I. pipes will be supported on R.C.C. postsof 100 mm dia or on the posts made of 50 X 50 X 6 mm M.S. angle section, spaced at intervals not more than 1.5 m.
2	Supply and fixing of water level indicator with all necessary arragement such as inverter etc. As per specifications and fixing of lightening conductor and earth plate etc. As per specifications.D.I. manhole of min 60 X 60 cm size made of M.S. channel section with adequate cover made of M.S. sheet of minimum 3mm thickness hinged with manhole with locking arrangment. This manhole should be fixed at top dome at proper place.Testing of tank for water tightness as per specifications enclosed including supply of water.Supply of all materials and construction of 80mm thick, 40 mm. thickR.C.C. floor, apron and 15cm dia semi circular drain around apron in a slope towards wash out chamber.Three coats of approved quality and shade of Apex exterior paint like apex ultima supreme of approved quality over concrete work including supply of all materials etc.Three coats of anti corrosive/aluminum /black Japan paint of approved quality on all iron work pipes and specials including supply of all material.Supplying carting and fixing of following sizes D.I. D/F pipes with required specials such as well mouth, D.I./D.F. Bend, duck foot bend in inlet, outlet, over flow and wash out of the tank including supply of M.S. Clamps, rubber insertion sheet, nut bolts, washer etc. complete as per specifications.ZONE-1- 1750 KL / 20.0 M Staging (a) 200 mm dia in inlet as required (Seperate for each), (b) 450 mm dia in outlet as required, (c) 450 mm dia in over flow as required, (d) 100 mm dia in wash out as required.ZONE-2 - 1550 KL / 22.0 M Staging(a) 200 mm dia in inlet as required (Seperate for each),(b) 4500 mm dia in outlet as required, (c) 450 mm dia in over flow as required, (d) 100 mm dia in wash out as requiredZONE-3- 750 KL / 20.0 M Staging(a) 200 mm dia in inlet as required (Seperate for each), (b) 350 mm dia in outlet as required, (c) 350 mm dia in over flow as required, (d) 100 mm dia in wash out as requiredSupply all materials labour, T&P and construct brick masonry sluice valve chambers as required including R.C.C. Cover as per departmental type design at sluice valve fixed on inlet, outlet and washout pipes. The R.C.C. Cover shall be casted in M.S. Angle section with handles on both sides. (Sluice Valve chamber for washout and overflow may be combined.)The words U.P. Jal Nigam, staging, year of construction, capacity of O.H.T. And slogan approved by Engineer-in-charge shall be painted prominently in letter not less than 30 cm in height on O.H.T.Trial Run of all works for 4 Months & Maintenance for 12 months including supply of all materials etc. Complete.
3	ZONE-11750 KL / 20.0 M Staging(a) 200 mm dia in inlet as required (Seperate for each)(b) 450 mm dia in outlet as required(c) 450 mm dia in over flow as required(d) 100 mm dia in wash out as required
4	ZONE-21550 KL / 22.0 M Staging(a) 200 mm dia in inlet as required (Seperate for each)(b) 450 mm dia in outlet as required(c) 450 mm dia in over flow as required(d) 100 mm dia in wash out as required
5	ZONE-3750 KL / 20.0 M Staging(a) 200 mm dia in inlet as required (Seperate for each)(b) 350 mm dia in outlet as required(c) 350 mm dia in over flow as required(d) 100 mm dia in wash out as requiredSupplying and fixing of following sizes C.I./D/F sluice valves of PN-1 pressure of approved make as per relevant latest I:S specifications including supply of all jointing and other materials such as rubber insertion sheet, nut bolts, washer etc. complete as per specifications.
6	Rehabilation of divisional office including repairing of old existing structure ,repairing ,supply & fixing of electric fittings & construnction of room wall ,supply and repairing ofcomputer equipements & table,chair with all labour material T&P etc all complete in direction engineer -in-charge.
7	Supply of the following sizes of D.I. pipes Class K-7/K-9 conforming to latest I.S. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance.
8	200 mm dia K-9
9	150 mm dia K-9
10	100 mm dia K-9
11	Dismantling of following type of surface including sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 8 KM.
12	BITUMINOUS ROAD
13	C.C. ROAD
14	INTERLOCKING TILES
15	Excavation for pipe trenches in ordinary soil,(lime, clay or sand including lift up to 1.5m and lead up To 50m and refilling, watering, ramming of excavated earth in to trenches and disposal of surplus earth up to 8 Km from the center of the foundation trenches.
16	Carting from the store (up to 8 Km.) The following sizes of D.I. double pipeK-7 /K-9 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolts, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths but including making joints.
17	200 mm dia K-9
18	150 mm dia K-9
19	100 mm dia K-9
20	Supply and Fixing of following size of C.I. D/F Sluice Valve /Scour Valve/ Air valve/ Fire Hydrants as per I.S. 780 –1960 tested to 10 Kg per sq. cm includingfittings Cartage of materials, labour,T&P etc. complete.
21	200 mm dia Sluice valve
22	150 mm dia Sluice valve
23	100 mm dia Sluice valve
24	Air valve
25	Provision for making bye pass arrangement including cutting of new/existing pipe ,fixing of fitting & providing all jointing materials. It also includes supply of Pipe,Tee,Tail pieces CI D joints nut bolts, rubber packings etc all complete.
26	200 mm dia
27	150 mm dia
28	100 mm dia
29	Supply of all materials labour, T&P etc and construction of masonary type sluice valve chambers as per type design of the department. 1.2x1.2x1.5 with RCC slab of 120 mm thick including Fixing of slab etc.Complete.
30	Design and construct Thrust Block made in RCC with cement. Coarse sand& 20 mm guadge stone balast in proporation1;1.5:3 for pipe line , including supply of MS reinforcment wrought to required shape as nessasary , its bending fixing and bending the same with 0.5 mm thick bending wire in position and nessasary centering shuttring including curing as per instruction of EI. Size Of thrust Block-1.10x1.10x.1.10 M
31	Mild steel or Iron work in plan work such asR.C.C. Work wrough to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work.
32	Reinstatement of following type of road surface for laying pipe line including sorting out of serviceable materials and disposal of unserviceable materials upto a distance of 8 KM.
33	Bituminous Roads with granule sub base (G1-100mm, G2-75mm, G3-75mm thick),50mm thick bituminous macadam over priming coat and tack coat and 30mm thick SDBC/BC over tack coat & disposal of all debris and surplus earthwithin8 Km. distance as per direction of Engineer-in-charge, including all materials,labour,T&P etc complete
34	C.C. Road will be prepared with 10 cm thick P.C.C. 1:2:4 Cement: Coarse Sand & 20 mm Stone grit over base concrete 15 cm. P.C.C. 1:4:8 with cement coarse sand & 40 mm stone ballast after compacting the earth surface properly. The C.C. surface must be compacted with surface vibrator, including all materials,labour,T&P etc complete.
35	Interlocking Tile road:Tiles must be of the thickness & grade similar to that of the dismantled tiles over base concrete 75 mm thick PCC 1:4:8 cement: local sand: stone ballast as per existing road. The thickness of tiles shall be same as that of existing road, including all materials,labour,T&P etc complete. (with Using 40% new Tiles )
36	ProvidingMSpipe for casing including cartage upto site cutting weldingetccomplete.& Trenchless excavation of road and placing ofMS pipe in proper position and filling of extra earth removedduring excation, removing of surplus earth from work place etcall complete.
37	250 mmdia 6 mm thick with casing
38	DISTRIBUTION SYSTEM for Zone-1-3
39	250 mmdia 6 mm thick with casing
40	250 mmdia 6 mm thick with casing
41	250 mmdia 6 mm thick with casing
42	250 mmdia 6 mm thick with casing
43	250 mmdia 6 mm thick with casing
44	250 mmdia 6 mm thick with casing
45	250 mmdia 6 mm thick with casing
46	250 mmdia 6 mm thick with casing
47	250 mmdia 6 mm thick with casing
48	Dismantling of following type of surface including sorting out and staking of serviceablematerials of disposal of unserviceable materials up to a distance of 8 KM.
49	B.O.E. ROAD
50	BITUMINOUS ROAD
51	C.C. ROAD
52	INTERLOCKING TILES
53	Excavation for pipe line trenches in Ordinary soil,(lime, clay or sand Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 8 KM from the center of the foundation trenches.
54	Laying & jonting of the following types and zizes of HDPE pipes, including supply of all electro fusion fittings, specials, jointing materials, making arrangement of electro fusion jointing apparatus & supply of electricity using generator etc. as per site requirement. All jointing work in HDPE pipe must be carried out using electro fusion process confirming to ISI 4984/2016, IS 7634 PART-II or their amendment including freight, insurance charges F.O.R. up to destination.
55	450 mm dia DI Pipe K-7
56	350 mm dia DI Pipe K-7
57	300 mm dia DI Pipe K-7
58	250 mm dia DI Pipe K-7
59	200 mm dia DI Pipe K-7
60	160 mm dia HDPE pipe (PN-6, PE-100)
61	140 mm dia HDPE pipe (PN-6, PE-100)
62	110 mm dia HDPE pipe (PN-6, PE-100)
63	90 mm dia HDPE pipe (PN-6, PE-100)
64	Supply and Fixing of following size of C.I. D/F Sluice Valve /Scour Valve/ Air valve/ Fire Hydrants as per I.S. 780 –1960 tested to 10 Kg per sq. cm includingfittings Cartage of materials, labour,T&P etc. complete.Sluice Valve
65	450 mm dia
66	250 mm dia
67	200 mm dia
68	150 mm dia
69	100 mm dia
70	80 mm dia
71	Supply of 80 mm dia C.I. Double flanged scour valves as per I.S. 780 class-1 working pressure 10 kg/Sqcm F.O.R Destination including all taxes and insurance.
72	Supply of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot band and 63 mm dia standard make iron coupling with cap and chain etc. complete to ISS 909 at site including all taxes.
73	Supply of 25 mm dia screwed down type air valve with gun metal seat at site stone including all taxes.
74	Supply of all materials, labour T&P etc. required and construct surface box/masonry type sluice / scour valve chamber as per type design including supply and materials labour, T&P etc. complete.
75	Masonry type
76	Surface box type
77	scour valves chamber
78	Supply of all materials, labour T&P Etc. required and construct 750 x 750 x 1000 mm size fire hydrant chamber as per type design including supply and fixing the 500 mm dia CI manhole cover.
79	Supply of all materials, labour T&P Etc. required and construct 350 x 350 x 500 mm size air valve chamber as per type design including supply and fixing the 500 mm dia CI manhole cover.
80	Construction of single pillar type masonrystand post as per type design.
81	Provision for crossing of drains for laying of pipe line including dismentalling of drains & reconstruction of the same.drains including of Casing pipe as per Unite Estimate Minimumwidth of Nalas 0.50 M to 1.50 M
82	Culvert Crosing3.5 M and above with M.S Cover Pipe etc. Complete.
83	Design and construct Thrust Block made in CCwith cement. Coarse sand& 20 mm guadge stone balast in proporation1;2;4 for pipe line , including supply of M.S. reinforcment wroughttorequired shape as nessasary , its bending fixing andbending the same with 0.5 mm thick bending wire in position and nessa -sary centering shuttring including curing as per instr -uction of EI. Size Of thrust Block-0.80x0.80x.0.80 M
84	Reinstatement of following type of road surface for laying pipe line including sorting out of serviceable materials and disposal of unserviceable materials upto a distance of 8 KM.
85	B.O.E. Road with 40% new bricks and 60%used old bricks over 30mm compacted local sand including all materials,labour,T&P etc complete
86	Bituminous Roads with granule sub base (G1-100mm, G2-75mm, G3-75mm thick),50mm thick bituminous macadam over priming coat and tack coat and 30mm thick SDBC/BC over tack coat & disposal of all debris and surplus earthwithin8 Km. distance as per direction of Engineer-in-charge, including all materials,labour,T&P etc complete
87	C.C. Road will be prepared with 10 cm thick P.C.C. 1:2:4 Cement: Coarse Sand & 20 mm Stone grit over base concrete 15 cm. P.C.C. 1:4:8 with cement coarse sand & 40 mm stone ballast after compacting the earth surface properly. The C.C. surface must be compacted with surface vibrator, including all materials,labour,T&P etc complete.
88	Interlocking Tile road:Tiles must be of the thickness & grade similar to that of the dismantled tiles over base concrete 75 mm thick PCC 1:4:8 cement: local sand: stone ballast as per existing road. The thickness of tiles shall be same as that of existing road, including all materials,labour,T&P etc complete.( with 40% new bricks and 60%used old)
89	Provision of house connection using with tapping tee, 15 mm HDPE/GI pipe averag 5 meter long, brassferrule, heavy dutyPVC clamp, GI fittingsand Two brass tap & including in any size of pipe and following type of road dismentaling and reinstatement etc. all complete.
90	At Bituminous Road
91	At KR Road
92	At BR Road
93	At CC Tile Road
94	At CCRoad
95	ProvidingMSpipe for casing including cartage upto site cutting weldingetccomplete.& Trenchless excavation of road and placing ofMS pipe in proper position and filling of extra earth removedduring excation, removing of surplus earth from work place etcall complete.
96	450 mmdia 8 mm thick with casing
97	400 mmdia 8 mm thick with casing
98	350 mmdia 8 mm thick with casing
99	300 mmdia 8 mm thick with casing
100	200 mmdia 6 mm thick with casing
101	Supply of all materials labour,T&P etc and constructi -onof followingtype chambers as per type design of the department. For Trenchless Size Of Chember 1.50x1.50x3.30M
102	Provision for diversion of routes fo laying of pipe line including constructionoftemporarypassages if necessarymaking berikatingby ballies fixing sign board etc as per requirement.
103	Pump House cumchlorinating room(3.60x3.0x3.0)m and (2.25 x 2.25x 3.00)m - (6 Nos.)
104	Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 8 KM from the center of the foundation trenches.
105	Concrete with 40 mm gauge Ist class brick ballast, coarse sand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper completion of work.
106	Ist class brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper completion of work.
107	20 mm thick DPC With cement and approved coarse sand 1 :2including supply of 5% water proofing material, labour, T&P etc required for proper completion of work.
108	M.S. Angle iron chaukhat of 40mm x 40mm size supply and fixing including simple moulding straight work as in chaukhat and also supply of all material, labour, T&P etc. required for proper completion of the work.
109	150 mm thick RCC plinth bend With cement and approved coarse sand with 20 mm stone grit 1 :1.5:3 including supply of 5% water proofing material, labour, T&P etc required for proper completion of work.
110	Ist class brick work in 1:6 cement and Coarse sand mortar in super structure including supply of all materials, labour,T&P etc required for proper completion of work.
111	Supply and fixing of 1mm thick sheet iron panelled door, windows shutter including supply and fixing and adjustment of hinges , bolts, locks, handles, springs and other fittings but excluding supply and painting of fittings.
112	Supply and fixing of hold fast in doors and windows of size 25cm x 4cm x 9mm flat iron including their cutting and moulding and welding to required shape also including other material such as nails and screws etc. required for proper completion of the work.
113	R.C.C in lintel with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work.
114	R.C.C in sun shade with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing supply of all materials, labour,T&P etc required for proper completion of work.
115	R.C.C in slab with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 including supply of reinforcement and it bending and including its fixing and bindingits fixing in position with centering, curing, supply of all materials, labour,T&P etc required for proper completion of work.
116	Mild steel or Iron work in plain work such asR.C.C. Work wrought to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work.
117	Mild steel grills in windows, wrought to required heavy/ small size form including supply of all materials,labour,T&P etc. Required for proper completion of the work.
118	Supply and lay complete 40 mm thick insulation layer of sand and clay over reinforcement brick or cement concrete.
119	Providing & lying of \"Brick Coba\" 12mm thick laid with M-150 class brick bat Coba 7.50 cm thick with gap of 15mm to each (As per PWD specification) including supply of all materials , labour T&P etc. required for proper completion of the work.
120	12 mm thick plaster with cement coarse sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper completion of work. From GL upto super structure.
121	Same as above item but in proprtion 1:2:2 with cement and coarse sandand fine sand mortar on ceiling
122	Supply andfixing 40 mm thick fully panelled sheesham wood shutter including supply and fixing and adjustment if hinges bolt, locks,handels ,spring and other fittings but excluding painting, supply of fittings
123	same as avobe but glazed windows shutters
124	Supply and fixing of oxidised iron fitting of approved make for doors and windows.
125	Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work.
126	White washing with applying putty in two coats ensuring smooth surface including supply of all materials, labour, T&P etc required proper completion of work.
127	Color washing with exterior paint (like apex paint) in two coat over one primer coat including supply of all matrials, labour, T&P etc. required proper completion of work
128	Supply and fixing of Grider of 250 mm x 125 mm including its painting with approved paint and also one coat of primer.(SOR:1149) ISMB 250X125MM waight @ 47.30 kg per meter
129	Sand filling in plinth including supply of excavated earth from distance of eight km.
130	Supply of all materials, labour, T&P etc. required for the construction of stilling chamber V notch chamber90*90 mm including supply of V notch etc. all complete.
131	Rain water down pipe 100 mm dia AC/PVC with fixed MS clamp etc including supply of all materials, labour, T&P etc required proper completion of work.SOR 1286
132	Cartage & cost of earth work in filling in plinth including supply of excavated earth from distance of eight km.
133	25 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in panel finished with 3 mm floating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cement,4 part of coarse sand and 8 part ist class brick ballast 40 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if any and giving them uniform finished including supplymaterial, labour,T&P etc required for proper completion of work.
134	Construction of RCC 1:1.5:3 main hole cover 700X700 opening in roof slab & fixing it at opening encluding supply of all materials etc complete.
135	Boundary Wall, Approach Road & Site Development
136	Construction of boundry wall 1.8 meter height 0.23 M thick above P.L with RCC plinth beam of 0.20MX0.35 M ,RCC Coping.10M thickTotal foundation depth 1.35M asperdepartmental type design enclosed in drawingincluding Plastring,PCC,RCC, color washing with ISI paint like apex paint over two coats wallputty etc. supply ofallmateriallabourT&Petc required for completion of work. OHT Campass
137	Construction of boundry wall extra brick work due to lo land as per required for completion of work
138	Supply of all materials labourT&P etc and construct -ion ofgate pillars and fixingthe MS gate in position including its fabrication etc as per departmental type design 3.6 M wide & 1.2 M heightgate.3.60 m wide & 1.20 m height gate with wicket gate.
139	ConstructionofCC Tile (80 mm thick M-30 tile) approach road over 75mm thickPCC1:4:8including Prepata -tion of Sub grade etc. complete.(OHT Camp.)
140	Earth filling in the water workscompound including carting of soil from 5-6 Km from site, spreading in 15 cm layer, watering, ramming upto optimum moisture content level etc all complete.
141	Construction of recharge well unit connectingBye PassofTube well, Over flow of OHT & rain water of Engineer\"s Quarter / Staff Quarter etc complete.
142	Provision for inside Construction of Rectangular 300X300 mm drain in water works compus.
143	Slogan painting workfor awairness of save water and motivational quotes for saving water including supply of colours,paint and all material ,labour T&P for proper completion of work.
144	Provision of Tree & fixing of sign board at water works compound include- ing cost of tree,tree guard manaur, mali etc. complete.(min 50 plants/treefor each Campus)
145	Scada room cum Lab & Staff Quarter
146	Excavation of earth in ordinary soil (loam clay or and) including lift upto 1.5 m and lead upto 50 m.filling, watering and ramming of excavated earth in between the building and sides of the foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the center of the foundation trenches.
147	Concrete with 40 mm gauge Ist class brick ballast,localsand and cement in proportion (8:4:1) in foundation including supply of all materials, labour,T&P etc required for proper compltion of work.
148	Ist class brik work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour,T&P etc required for proper compltion of work.
149	20 mm thick D.P.C. With cement and approved coarse sand 1 : 2 including supply of 5% water proofing material, labour, T&P etc required for proper compltion of work.
150	Ist class brik work in 1:6 cement and local sand mortar in Super Structure and plinth including supply of all materials, labour,T&P etc required for proper compltion of work.
151	Same item as above but half brick thick wall.
152	Supply and fixing of door& Window chaukhat fabricated with50 x 50 x 6 mmsize angle iron or other suitable angle iron and T iron and MS fabricated with 203 cm, flat iron or well mess size as directed by Engineer- in- charge. This item include supply and fixing 3 hinges 10 cm size on each faced door and window with one coat of red oxide primer painting including carting, loading,unloading etc complete and also supply of all materials, labour,T&P etc complete.
153	Supply and fixing of holdfasts for door , windows frames.
154	R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work.
155	R.C.C. Work in plinth beam cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work.
156	R.C.C. Work in slab cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work.
157	Mild steel or Iron work in plain work such asR.C.C. Work wrough to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work.
158	Supply and fixing of Z section window frames and sutter openabele out side as per drawing and design approved by E/I hinges of approved qualitie M.S. or CI handals , holdfast 4 nos of MS Flat 25X5 mm and 150 mm Long pegs of MS 30 cm long having 4 holes with pagester and brackets welded or revited to frame complete including the cost of glass panes and including supply of all materials , labour T&P etc complete.
159	12 mm thick plaster with cement local sand mortar in 1:6 (over brick work with 3 mm floating coat of neat cement including supply of all materials, labour,T&P etc required for proper compltion of work. From GL upto supper structure.
160	Same as above but in proprtion 1:4 with cement and fine sand mortar on ceiling
161	25 mm thick 1:2:4 plan cement concretefloor with cement,coarse sand and 20 mm gauge approved stone ballast laid in penel finished with 3 mm loating coat of neat cement and 7.5 cm thick base concrete consisting 1 part of cemnet,4 part of local sand and 8 part ist class brick ballast 4 cm gauge(1:4:8) and removing any over lapping of mortar at the joist of panel if an and giving them uniform finished including supplymaterial, labour,T&P etc required for proper compltion of work.
162	Supply and fixing 3 mm glass strip in postion including supply of all material, labour T&P etc complete.
163	Supply and fix 40 mm thick sheesham wood part paneled and part glazed door and window shutters including supply and fixing of wooden cleats and stops and fixing and adjustment of hinges, bolts, locks, handles, springs and othr fitting but excluding painting and supply of fittings.
164	Supply of oxidized iron fittings of 16.20 approved make for doors and window.
165	Mild steel or iron work in windows grills wrought to required form including cutting moulding and welding where necessary and also including supply of steel bolts nuts screws etc. and their fixing as required for proper completionof the work.
166	Supply of galvanised mosquito proof heavy quality iron wire gauge 1.50 mm mesh or any other size over windows including supply of shisham wood pattens 50x12 mm necessary screws all materials labour T&P etc. required for 5.40 proper completion of the work
167	Painting and varnishing of new iron work with one coat priming and two coat of approved paint and varnish including supply of all materials, labour, T&P etc required for proper completion of work.
168	White washing with applying putty in two coats ensuring smooth surface including supply of all materials, labour, T&P etc required proper completion of work.
169	Color washing with exterior paint (like apex paint) in two coat over one primer coat including supply of all matrials, labour, T&P etc. required proper completion of work
170	Providing & Laying vitrified Floor Tiles (bell,kajaria or other standered make IS Code 15622)laid in 20mm thick cement mortar 1:4 including grouting of joints with cement and maching pigment etc.complete. size 600mmX600mm. SOR-pwd p 29
171	Providing & Laying vitrified Wall Tiles (bell,kajaria or other standered make IS Code 15622)laid in 20mm thick cement mortar 1:3 including grouting of joints with cement and maching pigment etc.complete. size 300mmX300mm. SOR-pwd p-29
172	115 mm String or drip coarse of Ist. Class brick in 1:6 cement and coarse sand Mortar including Plastering, cutting drip notch as required and including supply of all material, labour T&P etc. required for proper completion of work.
173	Sand filling in plinth including supply of excavated earth from distance of eight km.
174	Supply and lay complete 40 mm thick insulation layer of sand and clay over reinforcement brick or cement concrete.
175	Supply and fixing fan hoks box type including supply of all material, labour T&P etc complete.
176	Postion for internal electrificationincluding supply of all material, labour T&P etc complete.
177	Provion for water supply and sanitry works including supply of all material, labour T&P etc complete.
178	E&M WORKSCONSTRUCTION OF NEW TUBEWELL (300x200mm dia) FOR ZONE-1,2&3
179	Transportation, Erection, Dismantling of Rig Machine and its T&P
180	Transportation, Erection, Dismantling of Compressor 250/350 PSI
181	Transportation, Erection, Dismantling of 1 Cusec/ 3 Cusec O.P. Unit and Yield test
182	Supply of Tubewell AssemblyM.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
183	300 mm dia M.S. Pipe
184	200 mm dia M.S. Plain/slotted
185	PEA-GRAVEL (As per IS:4097) 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell
186	Drilling of bore for tubewell constrution by DC/RC Rig machine complete in all respect including reqired all material, labour etc. as per IS:2800(Part I & II):
187	Drilling of bore by 600 mm dia bit GL to 50 mt. BGL.
188	Drilling of bore by 500 mm dia bit from 50 mt GL to 100 mt. BGL.
189	Drilling of bore by 500 mm dia bit 100 m BGL to 150 m. BGL.
190	Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
191	Lowering of 300 mm dia M.S. Housing pipe from GL to 48 m.BGL
192	Lowering of 200 mm dia M.S. Plain/slotted pipe 48 m. BGL to 100 m. BGL
193	Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 138 m. BGL
194	Development of tube well by 250 PSI air compressor and 1 cusec O.P. Unit to yield sand free discharge.
195	Development and testing of tube well by Air Compressor.
196	Development and testing of tube Well O.P.Unit to yield sand free Discharge.
197	Chemical and Bacteriologicaltest (Analysis of water sample)
198	Logging of borehole by departmental/approved electric logger
199	CONSTRUCTION OF REBORE TUBEWELL (300x200mm dia) FOR ZONE-1
200	Transportation, Erection, Dismantling of Rig Machine and its T&P
201	Transportation, Erection, Dismantling of Compressor 250/350 PSI
202	Transportation, Erection, Dismantling of 1 Cusec/ 3 Cusec O.P. Unit and Yield test
203	Supply of Tubewell AssemblyM.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)
204	300 mm dia M.S. Pipe
205	200 mm dia M.S. Plain/slotted
206	PEA-GRAVEL (As per IS:4097) 1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at sitefor Tubewell
207	Drilling of bore for tubewell constrution by DC/RC Rig machine complete in all respect including reqired all material, labour etc. as per IS:2800(Part I & II):
208	Drilling of bore by 600 mm dia bit GL to 50 mt. BGL.
209	Drilling of bore by 500 mm dia bit from 50 mt GL to 100 mt. BGL.
210	Drilling of bore by 500 mm dia bit 100 m BGL to 150 m. BGL.
211	Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:
212	Lowering of 300 mm dia M.S. Housing pipe from GL to 48 m.BGL
213	Lowering of 200 mm dia M.S. Plain/slotted pipe 48 m. BGL to 100 m. BGL
214	Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 138 m. BGL
215	Development of tube well by 250 PSI air compressor and 1 cusec O.P. Unit to yield sand free discharge.
216	Development and testing of tube well by Air Compressor.
217	Development and testing of tube Well O.P.Unit to yield sand free Discharge.
218	Chemical and Bacteriologicaltest (Analysis of water sample)
219	Logging of borehole by departmental/approved electric logger
220	SITC OFNEW PUMPING PLANT & VOLTAGE STABILIZER FOR ZONE-1 & 2
221	Supply, Installation, testing and Commissioning of 2000 lpm , 54 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc.
222	SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves
223	Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset
224	SITC of 60 kva stabilizer for above pumpset
225	SITC of equipments for the items as given below :
226	Pressure transmitter
227	Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019
228	Coloumn Pipe 5 mtr long
229	SITC OF NEW PUMPING PLANT & VOLTAGE STABILIZER FOR ZONE-3
230	Supply, Installation, testing and Commissioning of 1250 lpm , 54 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc.
231	SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves
232	Soft starter for above 25 HP pumpset with RS 485 Port-400V Class for above pumpset
233	SITC of 40 kva stabilizer for above pumpset
234	SITC of equipments for the items as given below :
235	Pressure transmitter
236	Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019
237	Coloumn Pipe 5 mtr long
238	SITC OFREBORE TUBEWELLPUMPING PLANT & VOLTAGE STABILIZER FOR ZONE-1
239	Supply, Installation, testing and Commissioning of 2000 lpm , 54 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc.
240	SITC of 150 mm dia size motor operated actuators with metal sheeted sluice valves
241	Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset
242	SITC of 60 kva stabilizer for above pumpset
243	SITC of equipments for the items as given below :
244	Pressure transmitter
245	Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019
246	Coloumn Pipe 5 mtr long
247	SITC OF REQUIRED E&M WORKS FOR EXISTING TUBEWELL FOR ZONE-2&3
248	Soft starter for above pumpset with RS 485 Port-400V Class for above pumpset
249	SITC of 25 kva stabilizer for above pumpset
250	Pressure transmitter
251	Internal electrification of pump house
252	CE/UL certifeid Actuator for existing valves
253	SITC OF SCADA /AUTOMATION WORK OF NEW/REBORE PUMPING PLANT FOR ZONE-1,2&3
254	CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
255	GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
256	CE/UL certifeid Intelligent Smart Energy Meter
257	CE/UL Certifeid Electromagnetic Flow Meter 150 mm size
258	auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc.
259	CE/UL certifeid Surge Protecter for control panel.
260	CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
261	Complete cabling including power cables of all equipment.
262	control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
263	Installation, commissioning & testing trial for tubewell
264	SITC OF SCADA /AUTOMATION WORK OF EXISTING PUMPING PLANT FOR ZONE-2&3
265	CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.
266	GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid
267	CE/UL certifeid Intelligent Smart Energy Meter
268	CE/UL Certifeid Electromagnetic Flow Meter of suitable size
269	auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc.
270	CE/UL certifeid Surge Protecter for control panel.
271	CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters
272	Complete cabling including power cables of all equipment.
273	control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.
274	Installation, commissioning & testing trial for tubewell
275	SITC WORK OFAUTOMATIC CHLORINATION SYSTEM FOR ZONE-1,2&3
276	Automatic Chlorination System compatible to SCADA system
277	SITC WORK OFNEW/EXISTING OHT AUTOMATION SYSTEM FOR ALL ZONE
278	CE/UL certifeid Radar Type level transmitter for OHT.
279	Actuator of 450 mm dia size with metal sheeted sluicevalve
280	Actuator of 350 mm dia size with metal sheeted sluicevalve
281	CE/UL certifeid Electromagnetic Flowmeter 450 mm size
282	CE/UL certifeid Electromagnetic Flowmeter 350 mm size
283	Installation, commissioning & testing trial for OHT
284	SITC of UPS 10 kva 3phase suitable for operation of Actuators installed at outlet line in case of Power Failure at time of Distribution water supply
285	Lighting at Water works campus with solar panel and LED light of 1 set
286	SITC WORK OFCHLORINE ANALYZER FOR EACH OHT AT ZONE-1,2&3
287	Supply, Installation, Testing & Commissioning of Chlorine analyser with MODBUS RTU as per given specification a) FRC sensors(range 0-5ppm)b) Analyzer with RS 485 O/P
288	SITC WORK OFLOCAL CONTROL STATION FOR SAHABAD
289	CE/UL & BIS Certified industrial grade LARGE SIZE LED MONITOR with lates configuration as per specification.
290	Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents.
291	CE/UL Certified 3 KVA UPS with batteries as perspec mentioned in tachnical bid documents.( 1 No.For LCS and 6 Nos for tubewells which are not constructed in OHT Campus)
292	Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents.
293	GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP.
294	CE/UL certified Firewall for network protection.
295	Surge protector for eternet communication protection.
296	industrial grade Ethernet Switch.
297	canon/hp Laser printer1018 or equivalent
298	Installation,Commissioning ,testing including required furniture,internal wiring,PVC panelling of walls/false ceiling work and Split A/C .
299	Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days
300	3 MONTHS TRIAL RUN OF PUMPING PLANT FOR ZONE-1,2&3
301	Three Month trail run of pumping plant for zone-1,2&3 with chlorination at each tubewell including watch and ward of whole scheme
302	3 MONTHS TRIAL & RUN FOR LCSSYSTEM

Also Visit

Tenders

Uttar Pradesh Tenders

Construction Tenders

Fencing Work Tenders

Wall Construction Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Shahabad Nagar Panchayat Reorganization Water Supply Scheme, Submission Of Design, Drawing, Testingof Bearing Capacity Of Soil And Supply Of All Material, Labour T&P Etc. And Construct As Per Tenderers Own Seismic Proof Design And Drawings (Ap, Shahabad-Uttar Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Shahabad Nagar Panchayat Reorganization Water Supply Scheme, Submission Of Design, Drawing, Testingof Bearing Capacity Of Soil And Supply Of All Material, Labour T&P Etc. And Construct As Per Tenderers Own Seismic Proof Design And Drawings (Ap, Shahabad-Uttar Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us