Tender For Re-Organization Of Nagar Panchayat Uggu Water Supply Scheme District-Unnao Under Amrut 2.0 Programme, Unnao-Uttar Pradesh

TDR : 54594325

Tender Notice
BOQ

7 Days Left

Unnao , Uttar Pradesh

Tender Brief : Tender For Re-Organization Of Nagar Panchayat Uggu Water Supply Scheme District-Unnao Under Amrut 2.0 Programme

Document Fees
₹ 23600 /-

EMD
₹ 1005000.0 /-

Tender Value
₹ 10.05 Crore /-

Submission Date
06-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	CIVIL WORK
2	Construction of Pump House
3	Pump House Cum Chloronome Room:- Soil Investigation, preparing plan & elevation carrying structural design as per relevant seismic zone and Construction of Pump House- Cum-Chloronome with foundation as per requirement of structural design & bypass chamber of size 3.60 x 3.0 M x 3.0 & 1.80 x 2.60 x 3.0 M including supply of all materials, labour, T&P etc. required for proper completion of work as per indicative departmental type design subject to approval of Engineer-in-charge.
4	Girder Pillar:- Construction of Girder Pillar Type for rebore of tubewell including supply of all materials, labour, T&P etc. required for proper completion of work as per indicative departmental type design. subject to approval of Engineer-in-charge.
5	R.C.C. Over Head tank (OHT)
6	Submission of design, drawing and supply of all material, labour T&P etc. to construction of as per tenderer's own seismic proof design and drawings (approved by the department) complete intz type R.C.C. Over Head Tank with following capacity and staging on raft or pile or pile cum raft foundation with columns and braces of staging 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 be based on safe bearing capacity of soil at site i.e. 8.0 T/m2 (datum) and depth of foundation as 2.50m (datum) from existing ground level on pile/raft foundation. Made up level of OHT will be taken as 0.60 m above existing gound level. Extra earth for filling of made up level will be arranged by the contractor at his own cost. The height of staging will be considered from the made up ground level to the ring beam (Top Face) of bottom dom. B.C. above given is tentative, contractor will have to test the B.C. and design of O.H.T. will be on actual B.C. found. All other details of tank not covered here shall also be as per specifications enclosed. The specifications for O.H.T. will be as follows :-
7	The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. The contractor has to accommodate for the additional cost required, in the eventuality of net safe allowable bearing capacity falling below 8 t/m2.
8	Submission of detailed design and drawing from any recognized University such as I.I.T. etc. or as per direction of Engineer in-charge.1. Minimum grade of concrete for whole structure-M30 2. Minimum grade of Steel for whole structure-Fe 550 TMT bars
9	R.C.C. O.H.T. as per approved design including fixing variours pipes and ventilator at top and fixing of M.S. sheet of 10 mm gauge around manhole cover of 60cm x 60cm size with frame and locking arrangement and railing in three rows with 20mm OD medium quality GI pipe including supply of all material,labour,T&P etc.all complete.
10	Column based R.C.C. stair case with 1.0 m minimum clear width attached with tank body as an access to Balcony and Top Dome of tank from ground level as per design & drawing with 1.25 m high railling in three rows with 20mm OD medium quality GI pipe and gate with cabin made up of 60mmx60mmx6mm angle iron and 25mmx25mm square iron jali as per specification including supply of all materials.
11	Supply and fixing of M.S. ladder 60mmx60mmx6mm angle iron and 20mm dia bar from top of roof of top dome to inside the tank in a slope of 3:1 (3 vertical : 1 horizontal) with railing as specified.
12	Railing on staircase & its landings, all around balcony & top dome for access up to ventilator as specifications including supply of all material. Railing shall be provided in three rows of medium class G.I. pipe of 20mm dia and MS angle iron (60x60x6mm) should be provided in 1.25 m height with 1.2 m centre to centre on both sides of the stair case with embedded in concrete 1:1:2, MS gate should be provided as entrance of stair case with locking arrangement.
13	Supply and fixing of lightening conductor and earth plate etc. as per specifications.
14	Testing of tank for water tightness as per specifications enclosed including supply of water. If water for testing is made available by department, the cost of Rs. 100.00 per KL will be deducted from the contractor's bill.
15	Supply of all materials and construction of 80mm thick R.C.C. floor 1:1 1/2:3, R.C.C. apron and 20 cm dia semi circular drain around apron in a slope towards wash out chamber on 75 mm thick base concrete in 1:2:4 (cement:coarse sand: 40 mm stone balast)
16	Two coats of approved quality and shade of Apex Painting of as per direction of Engineer incharge over exposed surface of tank work including supply of all material, labour, T&P complete as required.
17	Two coats of anti corrosive / aluminum / black Japan paint of approved quality on all iron work including supply of all material, labour and T&P etc.
18	Suplly of all materials labour T&P and construction of brick masonry sluice valve chambers including fixing R.C.C. cover as per deptt. Type design at for the all inlet, outlet and washout pipes. The R.C.C. cover shall be casted in M.S. Channel section with handles on both sides. (Sluice valve chamber for over flow & wash out may be combined)
19	The words U.P. Jal Nigam, year of construction of , 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.(1 Job.)
20	Maintenance for 12 months inclucding supply of all materials etc. complete.
21	Other specifications which are required for construction of O.H.T., given by Engineer In-charge time to time will be followed by contractor.
22	Construction OHT of Zone-2 (350 KL /20M) Staging Supply, carting and fixing of following sizes D.I. D/F pipes (K-9) with required specials such as reducers, duck foot bend, bell mouth etc. from water container body as per norms upto the sluice valve chamber in the tank including supply of M.S. clamps, rubber insertion sheet, nut bolts, washer etc. complete as per specifications, (details given below). It also includes the provision of making by-pass arrangement from Pump House to all outlets of OHT including supply & fixing of all required materials & specials etc complete.Inlet Pipe 150 mm dia Outlet Pipe 400 mm dia Overflow Pipe 400 mm diaWashout Pipe 100 mm diaSupply and fixing of following sizes D.I. D/F sluice valves as per relevent 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.(details given below)Inlet Pipe 150 mm diaOutlet Pipe 400 mm dia Overflow Pipe 400 mm diaWashout Pipe 100 mm dia as directed by department
23	For every one meter increase of decrease of height of staging of O.H.T.
24	(i) for increase
25	(i) for decrease
26	For every 0.5 meter increase or decrease in depth of foundation of O.H.T. from natural G.L. (specific/datum depth is 2.5 m from G.L.)
27	(i) for increase
28	(i) for decrease
29	Renovation of over head tank
30	Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after . The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially , necessary deduction for scaffolding in the existing item to be done.
31	Surface Preparation:- Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
32	25mm average thickness
33	Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete as per direction of Engineer-In-Charge. Bars above 12 mm dia
34	Provision of following works-Provison for the surface of structure to be treated for strengthening to be roughened properly either by raking joints or by hacking the cement concrete surface with a specially made hacking tool or other wise alternatively to make the surface rough and dust free by providing spatter key or wire brush.
35	Injection grouting in vertical surface/wall Placing and fixing nozzle by drilling machine in tank wall having minimum dia of Nozzle 15mm and provided on a regular interval not exceeding 1m including construction joints. Injection of pidicrete AM (polymer based on shrinkage high strength grout) admixed with cement through nozzles under pressure by sump @ 250 gms per bag of cement. Sealing the nozzle after grouting with Polymer product mixed with cement.
36	Repairing of spalled and lose concrete where reinforcement is exposed apply like fixit rust remover by means of brush to the reinforcement for clearing bars and steel surface then apply a bonding coat of acreylic based polymer with cement slurry in 1:1 ratio to the pre-wet cencrete by brush. Now apply the mixture of 1:1 cement, coarse sand to the prepared substrate when primer becomes tacky. of 50 mm thick M25 grade.(Taking 20% of total surface area of OHT)
37	Change of S.S. ladder inside the tank, repair of M.H. cover of top dome, change of masquoto jali with new one complete.
38	Supply and fixing of 20 mm dia G.I. pipe railling in stair case and balcony. Taking only 50% new and 50% old materials)
39	Supply and fitting of lighting conductor on top dome and making earthing with required earthing wire from top to bottom of tank as per direction of engineer in charge.
40	100 mm thick 1:4:8 plain cement concrete and 100 mm thick RCC M15 flooring with apron with 3mm floating coat of neat cement including supply of all materials, labour, T&P etc complete.
41	Painting of outer surface of OHT from Top to bottom with weather proof paint (like apex etc.) as per direction of engineer incharge.
42	RCC work with cement, coarse sand and 20mm gauge approved stone ballast in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and fixing and binding the same with 0.50mm thick binding wire (to be supplied by the contractor) centering and supply of all materials, labour, T&P etc. required for proper completion of the work.
43	Mild steel or iron work in plain work such as R.C. or R.B. work (When not included, in over all rates) brought to required shape, as necessary including binding for proper completion of work including supply of steel and wastage.
44	1st class brick work in 1:4 cement and Coarse sand mortar in damaged portion of boundary wall including supply of all materials labour, T&P etc. required for proper completion of the work.
45	12mm thick plaster with cement mortar consisting cement coarse sand in ratio 1:4 work minimum thickness not to be less than 10mm on boundary wall including supply of all materials, labour T&P etc. required work.
46	Painting on boundary wall with one priming coat and one coat of approved exterior paint like Apex including supply of all labour, material T&P etc. required for proper completion of work.
47	Painting on iron work in small areas with one coat priming and one coat of approved paint including supply of all materials, labour and T&P etc. required for proper completion of the work.
48	Dismantling of reinforce Cement concrete or reinforce brick work including sorthing and stacking of serviceable of disposal of unserviceable material within a distance of 50m.
49	Removal of silt and dismantle concrete debris deposited inside the container portion and its desposal, washing, disinfecting & cleaning etc. complete.
50	Supply of all material,labour, T&P etc. for fixing of additional vertical pipe for existing OHT of 12 m staging
51	Rising Main and Bye Pass Arrangement
52	Supply of ISI marked S&S Centrifugally Cast (Spun) Ductile Iron pipes as per IS : 8329-2000 suitable for Push on jointing by compatible rubber gasket confirming to IS : 9523 : 1980 at divisional store including all taxes
53	100 mm dia DI-K-9
54	Supply of D.I. D/F specials including F.O.R. destination and all taxes and insurance etc. complete. (10% of avobe item of supply)
55	100 mm dia DI-K-9
56	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.
57	Interlocking Road
58	Earthwork in excavation in pipe line with lift upto 1.5 m. and lead upto 50m. Including filling back, watering, ramming of excavated earth into trenches and disposal of sur plus earth within 50 metre with display of flags, caution boards, fencing, lighting, watching etc complete.
59	In ordinary soil
60	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.
61	100 mm dia DI-K-9
62	Supply of following size screwed down type C.I. single ball air valves.
63	50 mm dia
64	Carting from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve.
65	50 mm dia.
66	Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover)
67	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
68	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and.as per direction of Engineer-In-Charge
69	Provision for crossing of nala, road, culvert excluding supply of C.I. tyton pipe/MS pipe and specials, but including their laying, jointing etc. complete.
70	100 mm dia
71	150 mm dia
72	Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded new interlocking paver tiles over 75mm thick P.C.C. base with 40 mm guage stone ballast,coarse sand and cement and 30 mm thick fine sand bed over it and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work.as per direction of Engineer-In-Charge
73	Interlocking Tiles road as per specification with 40% new and 60% old tiles
74	Distribution Network (90-450mm) HDPE and DI K-7
75	Supply of following sizes HDPE Pipe PN-6: Class PE-100 for distribution system conforming to latest/ relevant I.S. 4984/1995 Specifications with all jointing materials and specials conforming to latest / relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading unloading but excluding the cost of trenches all complete as per instructions of Engineer -in - charge.
76	90 mm dia HDPE Pipe PN-6, PE:100
77	110 mm dia HDPE Pipe PN-6, PE:100
78	140 mm dia HDPE Pipe PN-6, PE:100
79	160 mm dia HDPE Pipe PN-6, PE:100
80	Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest/relevant I.S. specifications suitable for D.I pipes as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading unloading but excluding the cost of trenches. All complete as per instructions of Engineer -in - charge.
81	200 mm dia DI Pipe K-7
82	250 mm dia DI Pipe K-7
83	Supply of HDPE Pipe and D.I. D/F specials including F.O.R. destination and all taxes and insurance etc. complete.
84	(5% of avobe item of supply of HDPE Pipe)
85	90 mm dia HDPE Pipe PN-6, PE:100
86	110 mm dia HDPE Pipe PN-6, PE:100
87	140 mm dia HDPE Pipe PN-6, PE:100
88	160 mm dia HDPE Pipe PN-6, PE:100
89	(10% of avobe item of supply of DI Pipe)
90	200 mm dia DI Pipe K-7
91	250 mm dia DI Pipe K-7
92	Supplying the following dia DI butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & Dismantling Joints as per requirement F.O.R. destination, and lowering them into the already prepared trenches, complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.
93	Sluice valve
94	80 mm dia
95	100 mm dia
96	150 mm dia
97	200 mm dia
98	250 mm dia
99	Scoure valve
100	80 mm dia
101	Supply of single / double ball type air valve conforming to latest/relevent I.S. specifications including all taxes and insurance, complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.
102	50 mm
103	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S. specifications including all taxes and insurance up to site of work (including supply of jointing materials and Valve fittings etc. complete as per instructions of Engineer ‐in ‐ charge.
104	Excavation of earth in ordinary soil (loam clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour T&P etc complete as per instructions of Engineer -in -charge.
105	In ordinary soil
106	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of HDPE pipes, specials coupling, fittings etc.to the site of work. Lowering the same into trenches,Electrofusion Jointing and laying to true alignment and gradient including testing of pipe lines ,and ramming of excavated earth with sprinkling of water, layer by layer and.as per direction of Engineer-In-Charge
107	90 mm dia HDPE Pipe PN-6, PE:100
108	110 mm dia HDPE Pipe PN-6, PE:100
109	140 mm dia HDPE Pipe PN-6, PE:100
110	160 mm dia HDPE Pipe PN-6, PE:100
111	Carting from store (upto 8Km. or within municipal limit which is more) following sizes of D.I. pipes, specials fittings etc. to the site of work. Lowering the same into trenches and laying to true alignment and gradient including testing of pipe lines, cutting of pipes for making joints.as per direction of Engineer-In-Charge
112	200 mm dia DI Pipe K-7
113	250 mm dia DI Pipe K-7
114	Carting of sluice valves / scour valve from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes to site of work, lowering in already prepared trenches and fixing them in position ,making flange joints including supply of all materials such as bolts, nuts, rubber insertion, white lead, testing etc . complete.as per direction of Engineer-In-Charge
115	Sluice valve
116	80 mm dia
117	100 mm dia
118	150 mm dia
119	200 mm dia
120	250 mm dia
121	Scour Valve
122	80 mm dia
123	Carting from store to site of works (upto 8Km. or within municipal limit which is more) of following sizes screwed down air valve to site of work, fixing in position including boring and threading in the main etc.complete including cost of boring the water main and subsequent back filling but excluding cost of air valve.as per direction of Engineer-In-Charge
124	50 mm
125	Carting from store to site of works(upto 8Km. or within municipal limit which is more) of 80mm dia size flanged fire hydrant to site of work, fixing them in position for flanged joints .as per direction of Engineer-In-Charge
126	Supply of all materials, labour, T&P etc. and construction of sluice valve/scour valve chamber as per type design.as per direction of Engineer-In-Charge
127	Surface box type including supply and fixing of 150mm x 150 mm size surface box. (upto 125 mm dia valve)
128	Masonry type with RCC cover (more than 150 mm dia valve)
129	Supply of all materials, labour T&P etc. and construction of air valve chamber complete required for proper completion of the work as per type design (with RCC cover)
130	Supply of all materials, labour, T&P etc. and construction of fire hydrant chamber complete required for proper completion of the work as per type design (with RCC cover)
131	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.
132	Providing reinforcement of Thrust block for reinforced concrete work including distribution bars, stirrups, binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with wire at every inter-section, complete as per drawing and direction.
133	Making Nala crossing falling on alignment of pipe line including cost of D.I. pipe one no. (5.50m length) including supply of all materials, labour, T&P, etc complete required for proper completion of work.as per direction of Engineer-In-Charge
134	100 mm dia
135	150 mm dia
136	200 mm dia
137	250 mm dia
138	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m. and also including temporary reinstatement of road by old materials.
139	Bituminous Road as per NP specs
140	Bituminous Road as per PWD specs (4950/1.18)
141	Brick Road (BOE)
142	CC Road
143	Inter locking tile Road
144	Permanent reinstatement of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 50m.
145	Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge.
146	Construction of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achieve the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches only after succesfully testing of material with relevant IS code. Sample collection of GSB material, BM and SDBC will be finally done by engineer incharge.
147	Bituminous Road as per NP specs
148	Bituminous Road as per PWD specs (4950/1.18)
149	Brick on edge with bricks (40% New & 60% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, including supply of all materials, labour, T&P etc. required for proper complete of the work.
150	Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 150 mm thick P.C.C. base with 40 mm guage stone ballast,coarse sand and cement.
151	CC Road
152	Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded new interlocking paver tiles over 75mm thick P.C.C. base with 40 mm guage stone ballast,coarse sand and cement and 30 mm thick fine sand bed over it and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work.
153	Interlocking Tiles road as per specification with 40% new and 60% old tiles
154	Road Crossing - Excavation in foundation of trench of proper size in soil mixed with moorum, Shingle, Kankar, soft rock, hard rock, including refilling, dressing and ramming earth or sand or bajri, ballast, including providing, supply, carting, lowering, laying and jointing of casing pipe of RCC NP-3 with appropriate size, with rubber ring joint, sand filling in gap inside pipe, insertion of distribution pipe into the encasing pipe including supply of T&P, including concrete of 150 mm thick in with 40mm gauge brick ballast local sand and cement in proportion of 8:4:1, provision for barricading, labour for traffic diversion etc. Complete for proper completion of work as per instruction of Engineer.
155	100 mm dia. Pipe
156	150 mm dia. Pipe
157	200 mm dia. Pipe
158	Shifting of existing services like electric pole, telephone pole, gas pipe line, etc during the execution of work as per requirement as per direction of Engineer-In-Charge
159	SINGLE ROOMED STAFF QUARTER
160	Staff Quarter:- Soil Investigation, preparing plan & elevation carrying structural design as per relevant seismic zone and Supply of all meterials, labour, T&P, complete and construction of Single Room Staff quarter for pump operator, chaukidar, pump attendent and other as per indicative departmental type design and drawing subject to approval of Engineer-in-charge.
161	BOUNDRY WALL AROUND WATERWORKS CAMPUS, GATE, SITE DEVELOPMENT AND APPROACH ROAD
162	Supply of all materials, labour T&P etc. for construction of boundary wall as per departmental type design at water works required for proper completion of work,as per indicative departmental type design subject to approval of Engineer-in-charge.
163	Supply and fixing of 3.60 m wide main gate & 1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.as per indicative departmental type design and drawing subject to approval of Engineer-in-charge.
164	Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded new interlocking paver tiles over 75mm thick P.C.C. base with 40 mm guage stone ballast,coarse sand and cement and 30 mm thick fine sand bed over it and also including earth wotk in proper slope & camber including all materials, labour, T&P required for proper completion of work. Supply of all materials, labour T&P etc. and construct Interlocking road in water works compound.as per indicative departmental type design and drawing subject to approval of Engineer-in-charge
165	Construction of 300x300 mm size drain
166	Construction of Artificial Recharging of Ground water hrough roof top rain water of pump house, bypass chamber’s water & overflow of O.H.T. supplying of all material, pipes, grates, etc. complete in all respect. as per indicative departmental type design and drawing subject to approval of Engineer-in-charge.
167	Construction of MCS Room, supplying of all material, pipes, grates, etc. complete in all respect. as per indicative departmental type design and drawing subject to approval of Engineer-in-charge
168	Provision of Lighting in campus including all materials , labour T&P etc complete. as per indicative departmental type design and drawing subject to approval of Engineer-in-charge
169	Water Works Campus
170	Pump House Campus
171	Provision of land ecapping and aboriculture in campus as per direction of Engineer-in- charge including all materials, labour T&P etc complete.
172	House Connection
173	Dismantling of following type of road surface including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto distance of 8km. and also including temporary reinstatement/motorable of road by old materials.
174	CC Road
175	Bitumenous Road
176	BOE Roads
177	CC Interlocking Tiles Road
178	Making of ferrule connection in 90 to 500 mm nominal dia. distribution mains with saddle piece, service connections, fittings and fixing of brass ferrule / F.C.V of 15mm size including tapping of the main and cost of bailling out of water. The above work includes supply, carting, laying & jointing/fitting of 20 mm G.I. Pipe(average 3.00to 5.00m) , 20 mm H.D.P.E. Pipe (as per site required length) ,G.I. elbows for jointing of G.I. pipe, HDPE Electrofusion saddle ,MS clamp fixing, 1 Nos. 15 mm brass ferrule / F.C.V SS-316 conforming to relevant IS Specifications and 1 Nos. HDPE adopter, 1 Nos. FTPP Compressor Elbow,1 No G.I Union 1 No. PTMT Bib Cock alongwith all labour, T&P etc. required for proper completion of work Including excavation,Construction of Concrete Block of Concrete grade M25 of Size 250250250mm for fixing of GI Pipe to make proper fixing (Excluding dismantling / reinstatement of roads). as per direction of Engineer-In-Charge
179	New House Connection
180	In B.O.E. Roads
181	For 90 mm to 110 mm dia
182	For 140 mm to 160 mm dia
183	For 200 mm to 250 mm dia
184	In Bituminous Roads
185	For 90 mm to 110 mm dia (Nagar Panchayat)
186	For 90 mm to 110 mm dia (PWD)
187	For 140 mm to 160 mm dia
188	For 200 mm to 250 mm dia
189	In C. C. Roads
190	For 90 mm to 110 mm dia
191	For 140 mm to 160 mm dia
192	For 200 mm to 250 mm dia
193	In C. C. Interlocking tiles Roads
194	For 90 mm to 110 mm dia
195	For 140 mm to 160 mm dia
196	For 200 mm to 250 mm dia
197	Shifting of Existing Connection
198	For 90 mm to 160 mm dia
199	Permanent re-instatement of following type of road surfaces after laying of pipe line including supply of all materials, labour, T&P etc. required for completion of work. It also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion of the work as per directions of engineer-in-charge.
200	Construction of bitumen road as per specification including supply of all materials, labour, T&P etc. required for proper completion of work. To achieve the required quality of work, graded material in appropriate quantity shall be supplied by the contractor. This material shall be used in filling of trenches only after succesfully testing of material with relevant IS code. Sample collection of GSB material, BM and SDBC will be finally done by engineer incharge.
201	Bituminous Road (Nagar Panchayat Roads)
202	Bituminous Road (PWD Roads)
203	Brick on edge with bricks (40% New & 60% Old) laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, including supply of all materials, labour, T&P etc. required for proper complete of the work.
204	Providing and laying design mix cement concrete 100 mm thick of M-20 grade, in roads, using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, mixing with weigh batcher, laying at site, spreading and mechanically compacting by using needle and surface vibrators, levelling to required slope / camber, finishing with required texture over 150 mm thick P.C.C. base with 40 mm guage stone ballast,coarse sand and cement.
205	C.C. road
206	Providing and laying of 80 mm thick M-30 grade C.C. rubber moulded new interlocking paver tiles over 75mm thick P.C.C. base with 40 mm guage stone ballast,coarse sand and cement and 30 mm thick fine sand bed over it and also including earth wotk in excavation in proper slope & camber including all materials, labour, T&P required for proper completion of work.
207	Interlocking Tiles road as per specification with 40% new and 60% old tiles
208	E&M WORK
209	CONSTRUCTION OF 6 Nos. TUBEWELLS
210	Construction of Tubewell:
211	Drilling of Borehole for Tubewell construction by RC/DC Rig Machine including transportation, erection, dismantling of Rig and assosiated T&P complete in all respect including required all material, labour etc.
212	Transportation, Erection, Dismantling of Rig Machine
213	Drilling of 600 mm. dia bore from G.L. to 72 m
214	Drilling of 500 mm. dia bore from 72 M to 100 m
215	Drilling of 500 mm. dia. Bore from 101 M to 200 M
216	Drilling of 500 mm. dia. Bore from 201 M to 300 M
217	Drilling of 500 mm. dia. Bore from 301 M to 400 M
218	Logging of bore hole by departmental/Approved electric logger
219	Zone Testing
220	Zone Testing in water quality problem areas including all required material, labour, T&P etc. complete in all respect.
221	Cement Sealing of Contaminated accufer/Zone including all required material, labour, T&P etc. complete in all respect.
222	Cement Sealing Work
223	Supply & Lowering of 90 mm dia UPVC gravel feed pipe in both side of T.W. assembly.
224	Tubewell assembly :
225	M.S. tubewell assembly with all required parts like plain, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & per typed design complete in all respect. As per IS- 4270
226	300 MMØ Housing Pipe (plain/slotted ) pipe 7.1 mm thick
227	150 MMØ Plain Pipe 7.1 mm thick
228	150 MMØ Slotted Pipe 7.1 mm thick
229	Lowering of Tube Well assembly duly welded including welding electrode and shrouding of pea Gravel complete in all respect.
230	300 mm. dia. Housing Pipe (plain/slotted) from G.L to 66 M BGL
231	150 mm. dia Plain/Slotted Pipe 66 M. BGL to 100 M BGL
232	150 mm. dia Plain/Slotted Pipe 101 M. BGL to 200 M. BGL
233	150 mm. dia Plain/Slotted Pipe 201 M. BGL to 300 M. BGL
234	150 mm. dia Plain/Slotted Pipe 301 M. BGL to 370 M. BGL
235	Pea Gravel (lalkua)
236	Transportation, Installation & Dismantling of 600 PSI Compressor
237	Charges for Development by 600 PSI Compressor per hour
238	Transportation, Erection & Dismantling of 1 Cusec OP Unit (V.T. Type) and Yield test.
239	Charges for Development of TW by 1 Cusec OP Unit
240	Chemical and Bacteriological Test of water sample from departmental/ approved Lab.
241	Watch & Ward during construction period.
242	Barricading and other safety accessories around the pit to prevent any posible Accident
243	Pumping pant for above T/W-
244	SITC of 500 LPM, 60 M head (both tentative) for tubewells Pumping plant consisting of control panel having soft starter (item as mentioned below) alongwith by pass star delta Starter, capacitor bank, breakers , cable, Main Piping (150mm,7.1mm thickness) & reflux valves with 24 mtr. Column pipe, Electronic type Chlorinating plant Power wiring, earthing, painting, Tools sets, wiring of pump house (internal & External) Chain Pulley block and gauges complete in all respect with all required material, T&P and labour etc.
245	Spare Column Pipe 3 M Long heavy Duty
246	SITC of servo Stabilizer 20 KVA or suitable capacity
247	Sluice valves with motor operated actuator valves of size 150 mm or suitable size for rising main and by pass line
248	CE/UL Certified electromagnetic flowmeter of size 150mm or suitable size
249	Bypass S/D Soft starter 12.5 HP or suitable capacity
250	CE/UL Certified hydrostatic type sub soil watel level transmitter for T/W
251	CE/UL Certified Pressure transmitter
252	AUTOMATION OF UNIT OF T/W (SCADA)-
253	CE & UL Certified RTU/PLC in IP 54 enclosure suitable to communicate with GSM based modem unit with CPU & power supply with analog & digital parameters & features as specified for T/W to store and transmit data on GSM Backbone.RTU/PLC designed with logic to transfer data at multiple stations as specified in tender documents (Including of ONLINE UPS SYSTEM, Single Phase 230 V, 50 Hz with 2 hour backup SMF battery bank as per specification- 1 KVA Capacity).
254	GSM/GPRS based wireless communication 4G modem for RTUs/PLC capable to transfer data from remote site to CS with all accessories included with signal enhancer antenna made for pumping plant internet charges as specified in tender documents.
255	CE/UL Certified Intelligent energy meters
256	Auto phase reversal Unit 100 Amp. or suitable capacity
257	CE/UL Certified Surge Protector for control panel
258	CE/UL Certified 7\\" HMl touch screen suitable to communicate with PLC/RTU for Local display and control of Process Parameters
259	Control panel with IP 54 protection, industrial grade for all equipments( Separate for control 24 V and power equipments
260	Complete cabling of tubewell including all power & control cable for T/W
261	Trial Run for operating staff including all consumables i.e. chlorine etc. excluding electricity for 03 months
262	Power cable for Rebore T/W-
263	25 sqmm or suitable size, 3.5 core, Al, XLPE, Armoured Power cable for rebore tubewell from meter to new pinpoint
264	ARSENIC PLANT
265	Supply, Installation, Commissioning and 1 Yrs O&M of Fluoride removal plant (Vendor have to select Technology based on capacity Electrolytic de-fluoridation plant or Media based system or nano technology) of desired capacity for treatment of TubeWell water to desirable quality as per BIS: 10500, and carrying the treated water to OHT for distribution of potable water to households through the distribution network water supply schemes
266	Supply and Installation of Treatment Unit of 1000 LPM or suitable capacity for treatment of Iron/Arsenic and Nano Fluoride Removal Plant
267	Civil Foundation Works (11x8x1) m3 or Suitable size including shed and MS Fencing Works etc. Complete
268	CE/UL & BIS certified industrial grade LED monitor with latest configuration as per technical specification of size- 65 \\"
269	Video wall media player of same OEM
270	Desktop/PC with i5/i7 configuration as per technical specification with work station control desk, operator console etc. complete
271	CE/UL Certified 5 KVA ONLINE UPS With battery as per tech. specification
272	Full development version/Run Time version of required TAGS SCADA software with customization of software for MCS dedicated for the project as per specification given
273	CE/UL certified master control room PLC with redundant CPU & power supply at MCS in lP54 enclosure as per spec. mentioned in bidding documents
274	CE/UL certified field gateway agent for transferring data from MCS to control room
275	GSM Based wireless/broadband/ Equivalent communication system for PLC Capable to transfer/received data & gather data from remote site to MCS, All accessories included signal enhancer with antenna and all running expenses till DLP including all necessary arragnments required for static I.P.
276	CE/UL certified Firewall for network protection
277	Surge protector for ethernet communication protection
278	CE/UL Certified industrail grade ethernet switch
279	Mobile app facility system architecture (industrial internet based & viewed through mobile apps for increased local & remote visibility)
280	CANON/HP/Equivalent LASER printer 1018 or equivalent
281	Complete cabling of MCS & OHT campus including all power & control cable for all instrument, electrical & Mechanical equipments
282	Security Survelliance IP Camera with 01 month recording data
283	furniture and A/C etc.
284	Trial run for 3 months i.e. operating staff and other consumebles
285	CE & UL certified Radar type level transmitter for OHT
286	Motor Operated Actuator with Sluice Valve/Flow control valve (200 mm or suitable size)-DMA 1
287	CE / UL certified electromagnetic flowmeter of size:200mm or suitable size-DMA-1
288	Dismantling joint 200 mm or suitable size-DMA-1
289	Motor Operated Actuator with Sluice Valve/Flow control valve (200 mm or suitable size)-DMA 2
290	CE / UL certified Eectromagnetic flowmeter of size:200mm or suitable size-DMA-2
291	Dismantling joint 200 mm or suitable size-DMA-2
292	Security Survelliance IP Camera with 01 month recording data Please Enable Macros to View BoQ information

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Tender For Re-Organization Of Nagar Panchayat Uggu Water Supply Scheme District-Unnao Under Amrut 2.0 Programme, Unnao-Uttar Pradesh

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