Water Resources and Irrigation Government Departments Closing in 2 days TDR #56990885

Construction Of Retaining Wall From Gate No. 01 To Field Hostel In The Premises Of Canal Colony Cantt Road, Lucknow.

Issued by Government Departments · Lucknow, Uttar Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Aug 2026
2 days left
EMD
1.87 Lakhs
Bank guarantee accepted
Document Fee
937
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of Retaining Wall From Gate No. 01 To Field Hostel In The Premises Of Canal Colony Cantt Road, Lucknow.

BOQ

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Sl. No. Item Description
1Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
2Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in - charge for Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
3Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge.
4Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster, including disposal of rubbish to the dumping ground within 50 m lead
5Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
6Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all kind of soils.
7Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
8Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles
9Providing & laying plain cement concrete 1:1.5:3 with cement, coarse sand & 20 mm gauge stone grit including all materail, labour & T&P etc.
10Centering and Shuttering for RCC work including rent of shuttering, material, labour and T&P required for proper complition of work for slab and wall etc.
11Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
12Class M-150 brick work in 1:6 cement coarse sand
13Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
14Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
1512mm cement plaster in Single coat
16Providing and applying white cement based utty of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete .
17Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:-(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
18Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
19Providing and laying of interlocking concrete, Block pavement having thickness of 60 mm as per drawing and MORD technical specifications Clause 1504.(Exclusive G.S.B.)
20Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
21One priming coat and one coat of oil distemper on new work including supply of all materials,labour and T&P etc.required for proper completion of work.
22Painting or varnishing on iron work in small areas or new wood work with one coat of ready mixed paint & two coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc required for proper completion of work
23Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (apex Ultima,weathe coat all guard)asian,berger
24Providing and fising 1 qualiity ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, botlle green, black or any size as approved by Engineer-in-charge, in skirting, risers of steps and dados, over 12 mm thick bed of cment mortar 1:3 (1 cement :3 coarse sand) and jointing with grey cment slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
25Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick Cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete. size of tile 600x600mm
26Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces
27Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer
28Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal.
29Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests
30Providing and fixing wash basin with CI brackets, 15 mm CP brass pillar taps, 32 mm cp brass waste of standard paattern, including painting of fittings and brackets, cutting and making good the walls wherever require. white vitreous china wash basin size 630x450 mm with a pair of 15 mm CP brass pillar taps
31Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work - Exposed on wall 50 mm dia nominal bore
32Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 610 gms.15 mm nominal bore
33Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore
34Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore
35Providing and fixing PTMT pillar cock of approved quality and colour.15 mm nominal bore, 107 mm long, weighing not less than 110 gms
36Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore.
37Providing and fixing C.P. Brass Towel Rail 820x20 mm together with pair of C.P. brass brackets to fit the towel rail.
38Providing and Fixing C.P. Soap dish Jaguar, ESSCO, Cera, Hindware
39Providing and fixing 600x450 mm beveled edge mirror of supperior glas (of approved qualtiy) complete with 6 mm thick hard board ground gixed to wooden cleats with C.P. brass screws and washers complete.
40Providing and fixing 100 mm dia soil, waste and vent pipes Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
41Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.40 mm dia nominal bore
42Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge Concealed work, including cutting chases and making good the walls etc. 150 mm nominal outer dia Pipes
43Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
44Supplying and fixing C.I. cover without frame for manholes :500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg
45Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 1000 Ltrs
46Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron)
47Providing and fixing 19 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides
48Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. Powder coated minimum thickness 50 micron aluminium tubular handle bar
49Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides
50Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on xposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge Top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm with wall thickness of 25.4 mm
51Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m.lead complete (Cattle manure measured in stacks will reduced by 8% for Payment).
52Providing and Displaying Marigold jaffri orange/yellow/Russet colour well developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge
53Providing and Displaying Chrysanthemum single variety in different colour well developed having 45 to 60 cm ht., minimum 100 and above half bloom flowers open well stacked with bamboo stick having three layer tiding by thread fresh and healthy foliage in 25 cm Earthen Pot and as per direction of the officer-in-charge
54Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin- Charge.60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.
55Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1100 Volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size.as per direction of Engineer-Incharge.complete in all respect The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 50 sqmm 3.5 core
56Supply and fixing of decorative 40 to 45 watt LED Post top indirect light luminaire having high pressure die cast aluminium body and clear glass with driver set confirming to IP 65 and above protection complete in all respects.
57Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in existing PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C.
58Supply and fixingof recess/ Surface/ Pendent mountinground 12 to 15 Watt LED Down Lighter havingPowder coated die cast aluminiumhousing with heat sink, diffuser/Reflector and driver set complete in all respect.
59S&F of 63 A. 415 V Metal clad TPN CFS complete with HRC fuse etc. on angle iron frame complete in all respect.
60S&F of 40 Amp. SP MCB (10KA)C Curve Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56990885
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 17-08-2026
Authority
Authority Name Department Of Irrigation
Work Description Construction Of Retaining Wall From Gate No. 01 To Field Hostel In The Premises Of Canal Colony Cantt Road, Lucknow.
Basic Detail
Tender No 05/SE-VII/2026-27
Bidding Type Tender
Location
City Lucknow
State Uttar Pradesh
Key Dates
Publish Date 12 Aug 2026
Submission Date 17 Aug 2026
Open Date 17 Aug 2026
Finance
Tender Value Ref. Documents
Tender Fee 937
EMD 1.87 Lakhs
Exemption Not Available
Document List
94d37d06-aaef-4615-882f-e75c2bcda051.html
BID05LOT01.pdf
BOQ_2210492.xls
Tendernotice_1.pdf

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Tender Timeline

Aug 12, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Aug 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

94d37d06-aaef-4615-882f-e75c2bcda051.html

pdf

BID05LOT01.pdf

xls

BOQ_2210492.xls

pdf

Tendernotice_1.pdf

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