Indian Tenders

Tender Notice

TDR 55230707
Tendering Authority Uttar Pradesh Projects Corporation Limited
Tender No 07/PCL/PM/UNIT-8/2026-27/Dated 24-04-2026
Tender ID 2026_UPPRC_1141588_1
Tender Brief Corrigendum : Tender For Construction Of Pump House & Tubewell At District Jail Raebareily (Up)
City Rae Bareli
State Uttar Pradesh
Document Fees INR 5900 /-
EMD INR 76000.0 /-
Tender Value INR 37.75 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Construction Of Pump House & Tubewell At District Jail Raebareily (Up)

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 04-05-2026 DATE EXTENDED Date 14-05-2026

Key Dates

Publish Date 04-05-2026
Last Date of Bid Submission 14-05-2026
Tender Opening Date 14-05-2026

Contact Information

Company Name Uttar Pradesh Projects Corporation Limited
Contact Person PROJECT MANAGER
Address Indra Puri Near Police Chauki, Bhola Kheda Lucknow

BOQ Items

Name of Work:- CONSTRUCTION OF PUMP HOUSE & TUBEWELL AT DISTRICT JAIL RAEBAREILY (UP)
Sl. No. Item Description
1PUMP ROOM
2Earth work in excavation in foundation soil (lime clay or sand) lead up to 30m and lift up to 1.5m and including filling,watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur plus earth as directed by the enginerr incharge up to a distance of 30 meters from the foundation trenches
3Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
51:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
6Diluting and injecting chemical emulsion for POST- CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) :
7Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:
8Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :
9With Chlorpyriphos/Lindane E.C. 20% with 1%concentration.
10Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
111:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
12Plinth Beam
13Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
14PLINTH BEAM
15SLAB BEAM
16Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
17Cement mortar 1:4 (1 cement : 4 coarse sand)
18providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per sqm on DPC after cleaning the surface with brushes and finnally with apiece of cloth lighty soaked in kerosene oil.
19Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
20Cement mortar 1:4 (1 cement : 4 coarse sand) 2.25FM
21Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
22P/F mild stell or iron in plain work such as reinfroced cocrete or reinfored brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of stell its wastage bend hooks and authorised over lapping shall be measured upto floor two level
23UPTO PLINTH
24GROUND FLOOR TO TERRACE FLOOR
2512 mm cement plaster of mix :
261:6 (1 cement: 6 coarse sand)
2714 mm cement plaster On rough side of single or half brick wall of mix
28Cement mortar 1:6 (1 cement : 6 coarse sand)
29Froming groove of uniform size from 12*12 mm and uoto 25*15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channel of appropriate size and thickness (not less than 2 mm) nailed to the under layer with rust proof screw and nails and finishing the groove complete 40mm thick with 20mm nominal size aggregate
30C.C. flooring 1:2:4 finished with a floating cost of neat cement including cement slurry but excluding the cost of nosing of step etc complete 40mm thick with 20mm nominal size aggregate
31Providing 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 commercial 3 ply veneering with vertical grains or cross bands and face veneers onboth faces of shutters :
3235 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
33both side laminated
34Providing and fixing angle iron frames for doors , windows and ventilators of mild steel angle section of size 35x35x5 mm joints mitted and welded angle iron 35x35x5 mm or 35x5 mm flat pieces to the existing T- Iron frame or to the wall with dash fastner including fixing of necessory butt hinges and screws and applying a priming coat of approved steel primer all complete as per the direction of Engineer-Incharge .
35In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
36z section stell window openable
37Providing and fixing angle iron frames for doors , windows and ventilators of mild steel angle section of size 35x35x5 mm joints mitted and welded angle iron 35x35x5 mm or 35x5 mm flat pieces to the existing T- Iron frame or to the wall with dash fastner including fixing of necessory butt hinges and screws and applying a priming coat of approved steel primer all complete as per the direction of Engineer-Incharge .
3840*40*5
39Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.
40New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram per litre
41Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
42New 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).
43Providing and applying white based putty of average thickness 1mm of approved brand and manufacturer ,over the plastered wall surface to prepare the surface even and smooth complete
44Providing and fixing 150mm bright finished floor brass door stopper with rubber cushion necessary brass screws etc to suit shutter thickness complete
45Providing & fixing Stainless steel sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc complete. (a) 250mm x 16mm.
46Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete. (a) 250 x 10mm (a) 250 mm x 10mm
47Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm
48Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture
49Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of approved brand or manufacture
50Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approvedsteel primer.
51The 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:
52With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
53Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes.
54110mm diameter
55Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.
56COUPLER
57110 MM
58SINGLE TEE WITH DOOR
59BEND 87.5 DEGREE
60110 MM BEND
61SHOE(PLAIN)
62110 MM SHOE
63Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, punning, rounding the edges and making and finishing the outlet complete.
64Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and makin good the wall etc. complete.
65110mm
66Providing and fixing to the inlet mouth of rain water pipe Fast iron grating 15 cm diameter and weighing not less han 440 grams.
67Centering and shuttering including strutting, propping etc. and removal of form for::
68Foundations, footings, bases of columns, etc. for mass concrete
69Columns, Pillars, Piers, Abutments, Posts and Struts .
70Lintels, beams, plinth beams, girders, buttresses and cantilevers
71Suspended floors, roofs, landings, balconies and access platform.
72ELECTRIFICATION WORKS
73Point wiring in PVC couduit, with piano type switch:-
74Wiring for light point/ fan point/ exhaust fan point/ call bell point with
751.5 sq.mm FRLS PVC insulated copper conductor single core cable in
76surface / recessed medium class pvc conduit, with modular type switch,
77modular plate, suitable GI box and earthing the point with 1.5 sq.mm
78FRLS PVC insulated copper conductor single core cable etc. as required.
79Circuit / Sub main wiring in PVC conduit:-
80Wiring for circuit/ submain wiring alongwith earth wire with the
81following sizes of FRLS PVC insulated copper conductor, single core
82cable in surface/ recessed medium class pvc conduit as required.
832 X 1.5 sq. mm +1 x 1.5 sq. mm earth wire.
842 X 2.5 sq.mm. + 1 X 2.5 sq. mm earth wire.
852 x 6 sq. mm +1 x 6 sq. mm Earth wire.
86S/ F light plug point piano type accessories:-
87Supplying and fixing metal box of 150 mm X 75 mm X 60 mm deep
88(nominal size) on surface or in recess with suitable size of phenolic
89laminated sheet cover in front including providing and fixing 3 pin 5/6
90A socket outlet and 5/6 A piano type switch, connections, painting etc.
91as required.
92S/f modular type blanking plate:-
93Supply and fixing modular blanking plate on the existing modular plate
94& switch box excluding modular plate as required.
95Supply and fixing of following sizes of medium class PVC conduit along
96with accessories in surface/recess including cutting the wall and
97making good the same in case of recessed conduit as required :
98Supplying and fixing 5 amps. To 32 amps. Rating 240 volts 'C' series,
99miniature circuit breaker (MCB) suitable for inductive load of following
100poles in the existing MCB DB complete with connections, testing
101and commissioning etc. as required.
102single pole
103Supplying and fixing single pole, blanking plate in the existing MCB DB
104complete etc. as required.
105S/F DP MCB Isolator
106Supplying and fixing following rating, double pole, 240V, isolator in the
107existing MCB DB complete with connections, testing and
108commissioning etc.
10940 Amps
110Supplying and fixing following way, SP&N, sheet steel, MCB
111distribution board, 240 V on surface / recess, complete with tinned
112copper bus bar, netural bus bar, earth bar, din bar, interconnections,
113powder painted including earthing etc. as required. (But without MCB /
114RCCB/ Isolator)
1156 way, Double door
116Earthing with GI earth plate 600mm X 600mm thick including
117accessories and providing masonary enclosure wuth cover plate having
118locking arrangement and watering pipe of 2.7 meter long etc, with
119charcoal/ coke and salt as required.
120Supplying and lying 25mm X 5mm. G.I. strip at 0.50 meter below
121ground as strip earth electrode, including connection/ termination
122with G.I. nut, bolt, spring, washer etc. as required. (ajaointing shall be
123done by overlapping and with 2 sets of g.i. nut bolt & spring washer
124spaced at 50mm)
125Providong and fixing 25 mm x 5 mm G.I. strip in 40mm dia G.I. pipe
126from each electrode including connection with G.I. nut, bolt, spring.
127washer excavation and re-filling etc. as required.
128Providong and fixing 25mm x 5mm G.I. strip on surface on in recess for
129connections etc. as required.
130Providing and fixing 6 SWG dia G.I. wire on surface or in recess for
131loop earthing as required.
132Providing and fixing M.V. danger notice plate of 200mmx150mm
133made of mild steel, atleast 2mm thick and vitreous enamelled white on
134both sides and with inscription single red colour on FRLSont side as
135required.
136Supplying and fixing following modular switch/ socket on the existing
137modular plate & switch box including connections but excluding
138modular plate etc. as required.
1395/6 A switch
1403 pin 5/6 socket outlet
141Supplying and fixing following size/ modules, GI box alongwith modular
142base & cover plate for modular switches in recess etc. as required.
1431 or 2 Module (75mmX75mm)
144Installation, testing and commissioning of pre-wired, flourescent fitting / compact flourescent fitting of all types,complete with all accessories and tube etc. directly on ceiling / wall, including connections with 1.5 sq. mm. FRLS PVC insuated, copper conductor, single core cable and earthing etc. as required.
145Suply of recess/surface mounting round 10 W to W LED Cit out Min 125mm, Height Min. 40mm, LED Down lighiter having powder coated die cast aluminium housing with heat shink, diffuser/reflector and driver set suitable for 24hr Continuous Operation, Complete in all respect.
146Supply & Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channek 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 instru,ent camber etc. complete in all respects. The instrument chamber shall be separate and shall comprise of flush type digital metering sysytem for phase to phase voltage and single phase voltage, current and other parameters(KVA,P.F,KW etc) in each phase with touch type selector switches for different reading, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alimininum busbars as per IS8623 or above istulated with hear shrink sleeving and mounted on non hygroscopic supports such as CMC/BMC support with detaachable side cover and shall be suitable for extension on the sides. The MCCB's shall be complete with suitable cable and boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directiond of Engineer-in-charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubicle type board shall be of cart A & B Only.
147CUBICAL PANEL BOARD (MCCB TYPE)
148Incoming:
149No, 200Amp. MCCB -1 No
150Outgoing :
15163Amp. MCCB-3 No. Cat. -B. PannelCubicle Type
152OR outgoing as per site requirment(AS/SLD)
153TUBEWELL FOR IRRIGATION
154Transportation of heavy rig machine job.
155ERECTION AND DISMANTLING OF RIGMACHINE.
156Water suply charge ands and driling machine.
157Drilling 200MM dia bore hole in alluvium other than rock, sand stone & boulder formations:from G.L. to 350 M.
158Reaming of 200 MM dia pilot bore to 500 MMdia bore: from 150 M to 400 M.
159Washing of bore hole.
160Electric loging of bore hole.
161Providing & lowering of assembly pipe including cutting & welding by providing a collar:
162300 MM dfa MS ERW Housing pipe having wallthickness 7 MM.
163200 MM dia MS ERW Housing pipe having wallthickness 6 MM.
164200 MM dia MS ERW Slotted pipe.
165Providing and fixing Well Cap, Reducer, Clamp,Centre Guide & Bail Plug.
166Providing and Packing the bore hole withsuitable size of pea gravel.
167Development by high velocity jetting toughterwith Air Compressor
168Transportation of air compressor
169Erection of Air Compressor
170Runing of Air Compressor
171Development Of Tubewell by O.P. Unit.
172Transportation of O.P. Unit.
173Erection of O.P. UNIT
174Development Of Tubewell by O.P. Unit
175Water testing chemical and bactriological
176Supply and installation of 10Hp submersablepump complete.
177DRAIN (300X450) MM
178EARTH WORK
179P.C.C in Foundation (1:4:8)
180P.C.C in Foundation (1:2:8)
181Plaster 15 mm
182Brick work 1:4 Please Enable Macros to View BoQ information

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