Drinking Water Supply and Sanitation Government Departments Closing in 16 days TDR #58101496

Tender For Channelization Of Gordhaniya Nala Phase 2 Under Amrut 2.0

Issued by Government Departments · Gorakhpur, Uttar Pradesh
Tender Value
74.10 Crore
Estimated cost
Bid Submission
12 Nov 2026
16 days left
EMD
74.11 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Gorakhpur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Channelization Of Gordhaniya Nala Phase 2 Under Amrut 2.0

BOQ

Name of Work:- Channelization of Gordhaiya Nala, Phase-2 under AMRUT 2.0
Sl. No. Item Description
1Supply of ISI Mark RCC NP-3 Pipe Conforming to relevant IS-specifications including rubber ring & loading unloading on site etc complete in all respect.
21200 mm dia Rcc NP-3
3Carting of following sizes of RCC NP-3 Hume Pipe from store to actual site of work lowering the same into trenches, laying true to alignment and gradient jointing with rubber ring & including supply of all materials, labour, specials and T&P for proper completion work
41200 mm dia pipe (1.50 -0 3.00 m )
5Providing and constructing 1500 mm inner dia. Type C brick manhole , with 20 mm thickness plaster on inner and outer surface, with Extra heavy duty conical RCC top with coller and frame including all labour material T&P etc complet in all respect.
6Dismantaling of following type of surface including sorting and staking of servicable materials and disposal of unservicable materials up to a distance of 50 mtr or as directed by engineer in charge.
7Interlocking tiles
8Brick road
9CC road
10Bituminous road
11Reinstintment of following type of surface including sorting and staking of servicable materials of disposal of unservicable materials up to a distance of 50 mtr.
12Interlocking tiles
13Brick road
14CC road
15Bituminous road
16Removal of floating weeds from drain by manual or mechanical meathod including all labour, boat,material, T&P etc complete in all respect and its disposal upto a distance of 5 k.m. or at site as given by department upto satisfaction of engineer in charge.
17Desludging / cleaning/excavation of nalla, earth, silt, malva inside of drain by manual/mechanical means including all labour material T&P etc complete in all respect.
18for nalla cleaning ( 3-4.5 m )
19for nalla cleaning ( 4.5- 6.0 m )
20Disposal of building rubbish / malba /silt /sludge /earth similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (Assuming only 70 % quantity which is excavated is required to be disposed off)
21Construction of coffer dam by supplying gunny bags (new E.C. bag) filled with earth (available at site), its seweing, placing at proper location to stop the flow of sewage/water in construction zone, its dismantling after construction and disposal of malva/bags up to a distance of 1 k.m. or in near by low laying area including all labour material T&P etc complete in all respect.
22Providing and erecting 1.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long SUB HEAD : 16- ROAD WORK 1340 expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge hich includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note: - One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
23Providing and fixing 2 m height barricading with three layer horigental balleis and vertical ballies at center to center spacing of 2m with green net 2 m wide including all materials,labour and T & P etc.
24Pumping of sub soil including making necessery bores of dia. 150 mm upto minimum 10 m depth/ upto first layer water strata ,lowering of PVC pipe of 150 mm ( 6kg/cm2), hiring and lowering of 3 hp submersible pumps,hiring of D.G. set with fuel,operator,its maintenance including all labour material T&P etc complete in all respect upto satisfaction of engineer in charge.
25Running of 5 HP pump for dewatering surface water including arrangement of pump suction and delivery pipes and other accessories at site including POL.
26Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m and lead upto 50 m including filling, watering and ramming of excavated earth into the trenches or into the space between the building and side of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the centre of the foundation trenches. 0 - 1.5 m
27Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m and lead upto 50 m including filling, watering and ramming of excavated earth into the trenches or into the space between the building and side of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the centre of the foundation trenches. 1.5 - 3 m
28Excavation in foundation in ordinary soil (loam, clay or sand) including lift upto 1.5 m and lead upto 50 m including filling, watering and ramming of excavated earth into the trenches or into the space between the building and side of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 m from the centre of the foundation trenches. 3 - 4.5 m
29Supplying and stacking of hard stone boulders at site including all labour material T&P etc (AS per irrigation SOR-2023, 16% Less quantity to be paid.)
30For bed at end of nalla
31Laying/ Pitching of hard stone boulders as nala base including all labour, T&P etc complete in all respect
32Plain cement Concrete with 20 mm gauge stone ballast, coarse sand and cement in proportion of (8:4:1) in foundations and floors including supply of all materials, labour, t&p etc. required for proper completion of the work.
33For nalla
34for Road
35RCC work with cement, coarse sand and 20 mm gauge approved stone ballast in M-30 grade excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire ( to be supplied by the contractor) including necessary centering and shuttering, supply of all materials, labour, t&p etc. required for proper completion of the work.
36Mild steel or iron work in plain work such as r.c.c. or r.b. work (when not included in over all rates), wrought to required shape, as necessary including bending for proper completion of work including supply of steel and wastage.
37For Nala
38for CC Road
39for kerb edging both side
40Supplying and making of Weep holes of diameter 110 mm by PVC pipes (6 kg/cm2), filling of hole by filter media , its fixing including all labour material T&P etc complete in all respect.
41Supply & fixing of 150 mm PVC 6Kg/Sqcm pipe in raft at the spacing described in drawing for releasing of uplift pressure.
42Providing and fixing G.I. chain link fencing of required width in mesh size 50 x 50 mm & made by 4 mm PVC coated GI wire including strengthening with nuts, bolts and washers as required in ISA 50 X 50 X 6 mm ( on all border) & 20x4 mm MS flat ( cross diagonal), as per unit estimate including priming one coat and painting two coat the above angle and plate section complete as per the direction of Engineer-in-charge
43Supplying and fixing MS Shoring using MS Sheet & MS Girders in trenches including all labaour material T&P etc complete in all respect. (For multiple use)
44Supplying and fixing MS Shoring using MS Sheet & MS Girders in trenches including all labaour material T&P etc complete in all respect. (Left in trenches)
45Supply of Z section (400x185x10 mm) MS Sheet piles & its driving including labour, T&P etc. required for proper completion of work in ordinary soil sand and light clay (for left in Trenches)
46Supplying and making gabion wall of GI crate and hard stone boulders of size not less than 30 m , its making, placing, carting upto site including all material, labour, T&P etc complete in all respect .
47Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting to 12.5cm/11cm (compacted thickness) with smooth wheel roller to achieve the desired density, complete.
48Supply & filling of good earth in place of sludge mixed soil on both side of nala because of low strength/stability of soil.
49Dismantaling of brick work including sorting and staking of servicable materials of disposal of unservicable materials up to a distance of 50 mtr. ( for dismentling of house/boundry in aling ment of nala)
50First class brick work in 1:4 cement & course sand mortor for re-construction of boundary wall.
5112 mm thick plaster in 1:6 with cement and coarse sand mortar over brick work minimum thickness not to be less than 10 mm, including supply of all materials, labour, T. & P.etc. Required for proper completion of the work.
52concrete with 20 mm gauge stone ballast, course sand and cement in proportion of (3:1.5:1) for CC Road including supply of all materials, labour, t&p etc. required for proper completion of the work.(For CC Road)
53Dismantling of Bypass pipe of existing Interception, stocking and fixing it after construction of RCC Nala.
54Shifting of water supply line including all labour material T&P etc complete in all respect.
55Repair of damaged connection including excavation, refilling labour material T&P etc coplete in all respect.
56Supply & plantation of plants/ trees of minimum 6 ft height including its planting,mannure good earth etc all required at site.
57Providing & fixing of M.S. Tree Guard including all labour, material, T&P etc complete.
58Supply & plantation of small plants/ shrubs like ficus, golden toranto etc including its planting,mannure good earth etc all required at site.
59Supply & plantation of small plants like gulachin, champa etc including its planting,mannure good earth etc all required at site.
60Painting on new iron work in small areas with one coat priming and two coat of approved paint or varnish including supply of all materials, Labour and T & P etc required for proper completion of the work.
61Supply & fixing of Caution Board, reflecting tape ete complete.
62E/M Works
63Supply & fixing of 9mtr GI Octagonal Pole of approvedx make (top dia 70mm, Bottom dia 155mm and base palte 16mm thik) having 3mm thikness with Single Arm Bracket Length 1 Mtr on 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T&P complete in all respect.
64Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts LDPE Pipe for Cable grade at a depth of 750 mm below ground level with etc. (i) 16sq. Mm 4 core.
65Supply and burring of safe Earthing Electrode T-19 Zn-Zinc Coated, Length 3000mm, outer pipe 48.4mm x 3.2mm, inner pipe 26.9mm x 2.6, terminal Dia 12mm, Coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cove & masonary housing.Make: As approved in U.P. P.W.D., & C.P.R.I Certified.
66Supply & fixing of LED Street light Fitting with mandatory driver set having die cast aluminium body with toughend glass/UV stabilized PC Cover and lenses suitable for 90-watt. Confirming to IP 66 and IK07 and above protection having company LOGO Engraved complete in all respect including labor.
67Main Cubical Control Panel (MCCB Type)
68Supply & Fabrication of factory fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm Cubicle type switch board, wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (four Pole 36 KA with thermal magnatic release) Switches Complete and instrument chamber etc. complete in all respect. The panel board shall have sutable capacity electrolytic aluminium busbars as per IS8623. Incoming of 200 Amp MCCB-01 Nos & Outgoing 100Amp MCCB-01 Nos. & 63 Amp MCCS-04 Nos.
69Supply & Fabrication of factory fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm Cubicle type switch board, wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreis Electrical control panel with TPN MCCB's (four Pole 36 KA with thermal magnatic release) Switches Complete and instrument chamber etc. complete in all respect. The panel board shall have sutable capacity electrolytic aluminium busbars as per IS8623. Incoming of 200 Amp MCCB-01 Nos & Outgoing 63Amp MCCB- 09 Nos.
70Supply and fixing capacity of automatic street light cubicle control panel painted with anticorrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instruments & instrument box with CTs etc. 40 A SPN capacity complete in all respect.
71Supply and wiring of submains with 2 Nos. of 4sqmm. FRLSH PVC insulated 100 V grade single core multistrand copper conductor cable for LED connection supply of all material labour and T&P required for proper completion of the work.
72Supply and laying of aluminium conductor PVC insulated armoured served sheather cables 1100 Volts HDPE Pipe for cable grade at a depth of 750mm below ground level with etc. (i) 35sq.mm 3-1/2 core.
73LT Bus Bar 3 Phase 200 Amp
7470 sqmm LT Cable Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58101496
AUTHORITY Government Departments
TENDER VALUE 74.10 Crore
LAST DATE 12-11-2026
Authority
Authority Name Uttar Pradesh Jal Nigam
Work Description Tender For Channelization Of Gordhaniya Nala Phase 2 Under Amrut 2.0
Basic Detail
Tender No 1449/V-15/671 Dt 14.10.2026
Bidding Type Tender
Location
City Gorakhpur
State Uttar Pradesh
Key Dates
Publish Date 16 Oct 2026
Submission Date 12 Nov 2026
Open Date 12 Nov 2026
Finance
Tender Value 74.10 Crore
Tender Fee 23600
EMD 74.11 Lakhs
Exemption Not Available
Document List
680028a5-e4b4-4b10-a304-9782e9edef61.html
BOQ_2263340.xls
gorphase2tender.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 16, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 12, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 16 days
Nov 12, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 16 days

Tender Documents

Download All (ZIP) ↓
html

680028a5-e4b4-4b10-a304-9782e9edef61.html

xls

BOQ_2263340.xls

pdf

gorphase2tender.pdf

pdf

Tendernotice_1.pdf

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