Housing Urban and Rular Development Local Bodies Closing in 9 days TDR #56244562

Tender For Propsed Construction Of Nagar Nigam Awas Nagar Nigam C Us.

Issued by Local Bodies · Prayagraj, Uttar Pradesh
Tender Value
4.17 Crore
Estimated cost
Bid Submission
22 Jul 2026
9 days left
EMD
8.35 Lakhs
Bank guarantee accepted
Document Fee
25000
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Propsed Construction Of Nagar Nigam Awas Nagar Nigam C Us.

BOQ

Name of Work:- Propsed construction of Nagar Nigam Awas Nagar Nigam C us.
Sl. No. Item Description
1Dismentling Work
2Demolishing brick work in Foundation manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
3Disposal of building rubbish / malba / 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.
4Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transportincluding loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.
5Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
6All kinds of soil.
7Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
8Providing and filling sand.
9Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling12 mm diameter holes and plugging with cement mortar 1 :2(1 cement : 2 Coarse sand) to match the existing floor:
10With Chlorpyriphos /Lindane E.C. 20% with 1% concentration
111:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
12Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
13Cement mortar 1:6 (1 cement : 6 coarse sand)
14Brick 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 :
15Cement mortar 1:6 (1 cement : 6 coarse sand)
16Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
17All works above plinth level upto floor V level Lintel work
18Concrete of M25 grade with minimum cement content of 330 kg /cum
19Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
20All works above plinth level upto floor V level Slab work
21Concrete of M25 grade with minimum cement content of 330 kg /cum
22MUMMTY
23Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
24All works above plinth level upto floor V level Beam Work
25Concrete of M25 grade with minimum cement content of 330 kg /cum
26Grade Beam
27MUMMTY
28Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
29All works up to plinth level ( Footing )
30Concrete of M25 grade with minimum cement content of 330 kg /cum
31Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland / Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
32All works above plinth level upto floor V level Column Work
33Concrete of M25 grade with minimum cement content of 330 kg /cum
34MUMMTY
35up to plinth
36Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
37Thermo-Mechanically Treated bars of grade Fe-500D or more.
3815 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand).
3912mm Cement plaster of mix 1:6 ( 1cement: 6 coarse sand )
40parapet
4115mm cement plaster on rough side of single or half brick wall of 1:6 ( 1 cement : 6 coarse sand )
42parapet
436mm cement plaster of mix 1:3 ( 1cement : 3 fine sand ) CELLING
44Providing 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
45IS : 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 Engineer-in-charge. d) Finishing the surface with 20 mm thick
46Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. ( 800 x 1200mm )
47Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, inskirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 800x1200 mm
48Providing and laying rectified Glazed Ceramic floor tiles of size 1200X600mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades,except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.
49proving and laying policed Grenite stone flooring approved colour etc.
50Finishing 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 @ 2.20kg/ 10 sqm)
51Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
52Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
53Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
54Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
55Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
56Providing and fixing ISI marked flush door shutter conforming to IS:2202( part 1) non decorative type core of block board constraction with fram of 1st class hard wood in all comlited etc
5735mm thick including ISI markes Stainless Steel butt hinges with necessary screws.
58providing and fixing4mm thick Glass pannal with all completed.
59Providing & 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 .
60Painting Steel work with Deluxe Multi Surface paint to give an even shade . Two or more cote applied @0.9 ltr?10 sqm over an under cote of primer applied @0.80 ltr.? 10 sqm of approved brand and manufacture.
61Providing and fixing aluminium tower 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 necessary screws etc. complete :
62250 mm x 10mm
63Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
64125 mm
65Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete.
66Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge
67P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia.
68Providing and fixing of ms work 45x45x5mm including all necessary butt and hinges and screws andapplying priming cote of approved steel primer etc.
69Providing and fixing of ms work 45x45x5mm including all necessary butt and hinges and screws andapplying priming cote of approved steel primer etc.
70Centering and shuttering including strutting, propping etc. and removalof form for
71Suspended floors, roofs, landings, balconies and accessplatform sqm 766.55
72Lintels, beams, plinth beams, girders, bressumers andcantilevers
73Lintels, beams, plinth beams, girders, bressumers andcantilevers
74Columns, Pillars, Piers, Abutments, Posts and Struts
75Foundations, footings, bases of columns, etc. for massconcrete
76FILLING OF CINDER
77Providing 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
78Same as above but for European type W.C. pan with white plastic seat and lid.Make- Cera,Hindware.
79Providing and fixing wash basin with C.I. brackets, 15 mm dia C.P. brass approved quality and make ,including painting of fittings and brackets, cutting and making good the walls wherever require
80a) White Vitreous China wash basin size 550x 400 mm with 15 mm dia C.P. brass Single Hole Basin Mixture.
81Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required
82Kitchen sink with drain board of size 510x1040x200mm
83Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.
84Semi rigid pipe
85a) 32mm dia
86b) 40mm dia
87Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
88Providing and fixing 8 mm dia C.P./S.S. Jet with flexible tube upto 1 meter long with S.S. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge.
8915mm nominal bore
90Providing and fixing CP Brass 32 mm size Bottal Trap of approved quality & make and as per thedirection of Enginer-in-charge.
91Providing and fixing CP Brass Single lever lelephonic wall mixture of quality & make and as per thedirection of Enginer-in-charge.
92a) 15mm dia nominal dia.
93Providing and fixing Toilet paper holder
94a) C.P. brass
95SOIL WASTE & VENT PIPES AND FITTINGS - II
96Providing & fixing soil, waste and vent pipes.
97a) 100mm dia centrifugally cast iron S & S pipe.
98b) 75mm dia centrifugally cast iron S & S pipe.
99Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters.
100a) 100mm
101b) 75mm
102Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal
103size). Including cost of cutting holes & making good the walls etc.
104a) for 100mm dia pipe.
105b) for 75mm dia pipe.
106Providing & fixing cast iron trap of self cleansing design with or without ventarm complete, including cost of cutting & making good the walls & floors.
107a) 100mm inlet & 75mm outlet.
108Providing & fixing cast iron coller.
109a) 100mm dia.
110b) 75mm dia.
111Providing and fixing plain cast iron S & S sanitary bend.
112a) 100mm
113b) 75mm
114Providing and fixing bend of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete.
115a) 100mm
116b) 75mm
117Providing and fixing centrifugaly cast iron single equal plain junction of required degree.
118a) 100x100x100mm
119b) 75x75x75mm
120Providing and fixing cast iron single unequal plain junction of required degree.
121a) 100x100x75mm
122Providing and fixing cast iron terminal guard.
123a) 100mm
124b) 75mm
125Providing & fixing 32 # G.I. Pipes spout including cutting & making good the walls etc.
126Providing 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.
127a) 110mm diameter
128Providing 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.
129Shoe (Plain)
130110 mm Shoe
131Making 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.
132a) 110mm
133Providing 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 making good the wall etc. complete.
134a) 110mm
135Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
136WATER SUPPLY PIPES AND FITTINGS - III
137Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.
138(internal work)
139Exposed on wall
140a) 25mm dia nominal bore (medium duty)
141b) 32mm dia nominal bore (medium duty)
142Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall.
143a) 15mm dia nominal bore
144b) 20mm dia nominal bore
145Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.
146a) 15mm dia nominal bore.
147b) 20mm dia nominal bore.
148Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.
149a) 15mm nominal bore
150Providing & fixing CP brass bib cock of approved quality conforming to IS 8931
151a) 15mm nominal bore
152Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.
153a) 15mm nominal bore
154Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931
155a) 15mm nominal bore
156Providing and fixing gun metal gate valve with wheel of approved quality.
157a) 25mm dia nominal bore
158b) 32mm dia nominal bore
159Providing and fixing G.I. Union in G.I. pipe including cutting and threadingthe pipe and making long screws etc. complete (New work)
160a) 25mm dia nominal bore
161b) 32mm dia nominal bore
162Providing 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.
163a) Circular Tank
164Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm.FRLS PVC insulated copper conductor single core cable etc. as required.
165Group A
166MAIN & SUBMAINS
167Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
1682 X 4 sq. mm + 1 X 4 sq. mm earth wire
169Supply and wiring of sub main with 25mm dia heavy duty (2mm thick ) PVC conduit with one number 4 sq.mm FRLSH PVC. Insulated multi strand copper conductor cable as Earth continuity wire drawn in conduit.
170( a) 2 x 6.0 sqmm
171Supply and wiring of 4 no. 10 sq.mm PVC insulated 1100 V grade single core Copper conductor cable in 40mm dia. PVC conduit partly concealed in wall and partly laid in slab along with reinforcement before concreting with two number 10 sq.mm single core copper conductor cable as earth continuity wiredrawn in conduit including matching colour wash etc. complete in all respects.
172Supply fixing and concealing of 20mm dia 2mm thick PVC conduit pipe with ISI mark embossed with PVC accessaries no. 3419 for drawing wires dully sealed at joints with original resin adhesive to make the complete piping rigid, plastering with cement, sand mortor finished to the level including cost of threading of conduit and providing necessay sockets bends and chuck nuts as directed at site by the engineer in - charge with supply of all material labour and T & P required for proper completion of work.
173INSTALATION OF LIGHT FIXTURE AND FANS
174Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
175Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
176Upto 450 mm sweep
177S/F of hexagonal fan box with hexagonal/round G.P. fan box of approved make made up of 1.0mm thick ISI marked G.P. sheets spot welded four to eight holes of 25.4 mm for pipe entry of the box holes should be semi shuttered type with 05mm G.P. sheet made round zink coted M.S. bar x 12mm & brand name should be embossed. fixing with wiring conduit laid in the R.C.C roof before concreting along with supply of all materials, labour, T&P etc. required for proper completion of work.
178S/F of single light wall bracket on matching M.D.F.E.G. board baseetc, complete in all respects.
179Category A.A.A
180S/Fof LED tube light with batten suitable for up to 1 x 22 watt with LED tube light fitting including tube on surface complete in all respects ( Cat - AAA )
181S/Fof LED tube light with batten suitable for up to 2 x 22 watt with LED tube light fitting including tube on surface complete in all respects ( CAT - AAA )
182S/Fof water tight oblong 10 watt LED bulkhead luminaire with driver set confirming to IP 65 and above protection. complete in all respects
183Category A AA
184Supply, Installation, Testing and Commissioning of 1200 mm sweep. BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos, canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS: 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 egree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
185Supply and erection of A.C. 230 /250 volts 50 Hz exhast fan including providing nuts bolts, mounting frame and other accessaries including connection etc. complete as required
186( a ) 450mm sweep
187DISTRIBUTION BOARDS , SWITCHES & MINIATURE CIRCUIT BRREAKERS
188Construction of recess main board distribution board of all sizes including cutting of brick work providing lintel of suitable plastering etc. with supply of all materials, labours, T & P etc. required for proper completion of work.
189a) 600 x 480 x 200 mm size.
190Supply and fixing of factory fabricated M.S. box in existing sunk with Godrej type almirah cover with handle etc. fabricated from 18 SWG M.S. sheet duly painted with red oxide primer followed by two coats of synthetic enamel paint complete with necessary conduit entry and DP/TPN; fixing arrengement and provision for compartment for loose wires, openable housing on the top and hold fast etc. including supply of all materials, labour and T&Pstc. Required for proper completion of the work.
191a) 600x480x200 mm size.
192S/F of surface/flush mounting V TPN distribution board with additional metal door without MCB completein all respect as ditrected at site by E/I.
193a) 4 WAYS ( CAT A )
194a) 6 WAYS ( CAT A )
195Supply & fixing of 6 amp. To 32 amp
196MCB 10 K.A ( CAT A )
197Supply & fixing of 6 amp. To 32 amp
1984 pole MCB 10 K.A ( CAT A )
199Supply & fixing of 40 amp
2004 pole MCB 10 K.A ( CAT A )
201Supply & fixing of 63 amp
2024 pole MCB (10K.A) C curve ( CAT A)
203Supply Fixing ang making connection of 25A 2 pole 30 MA ELCB / RCCB of din rail mounting complete in all respects as per direction and satisfaction of engineer in charge.
204(a) 25 Amp D Pole
205(a) 40 Amp D Pole
206Supply and Fixing of power plug with15A/ 250 volts flush type switch & 5 pin15 Amp/ 250 V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bake lite sheet cover 3mm thick fixed with brass machine screw and cup washer
207S&F single pole MCB blanking plate ( CAT B )
208EARTHING
209Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
210Supplying & Laying of 25 mm x 3mm G.I.strip from earth lectrode directly in the ground as required complete in all respects
211Supply and fixing of with two number 8 SWG G.I. wire in 15mm dia G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site.
212MAIN METER PANEL AND CABLE
213Supply and erection of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. channel base with bottom and top cable entries Electrical control pannel with TPN ACB ( 65 KA, 4 Ploe Elect draw out, Micro Processor Release IPR2 ) and TPN MCCB's ( Four pole 36 KA with thermal magnatic release ) Swithes and instruments chamber etc. complete in all respects. The instrument chamber shall be separate and shall compises of flush type/digital ammeter Voltmeter, Selector switches for ammeter and voltmeter, instrument fuses, current transformer etc. The board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic support such as CMC/DMC support with deteachable side covers and shall be suitable for extention on the sides. the switches entry boxes shall be complete with suitable cable end boxes reverse.
214The job includes the grouting of the board as per direction of engineer in charge. All out going of 100 Amp and above will be provided with Amp meter, current transformers and selector switches etc. and instruments fuse. The switch board shall be fabricated with CRCA sheet with a minimum thickness of 1.6 mmsq. cubicle type switch board shall be of cat A & B only.
215Incoming :
216630 Amp / 415 volt ACB - 1 No.
217OUT GOING
218( a ) 100 Amp.MCCb-5 nos. , & 63 Amp. MCCB-1No.
219CABLES
22040 supply and laying of aluminium counducter,PVC insulated armoured, served,sheeted cable 1000 bolt;grade at a depth of 750mm below ground level over r cushion of 75mm thick and 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.S.I.NO. A)3.5 core 50 sqmm f
221supply and fixing of bress nickle plated compression gland for PVC insulated and around served sheathed underground cable including rubber ring etc.complete in all respects A)3.5 core 50 sqmm f
222supplying and fixing of plan/pin type copper tin plated cables sockets(lugs) to the cable leads,insuslating with tap and marking of connections etc.complete in all respects as per diraction of engineer-incharge A)50sqmm
223Excavating trenches in all kind of soilof required width for pipes. cables etc.including excavation for sockets and dressing of side of ramming of bottoms depth upto 1.5m including getting out the excavated soil 7 then returning the soil as required, in layer not exceding 20 cm in depth including consolidating each deposited layers by ramming, watering, etc & disposing of surplus excavated soil as directed with in a leadof 50m.
224a) Pipes, cables etc.not exceeding 80mm dia
225Providing & fixing G.I. pipes complete with G.I. fittings and clamp including cutting and making good the walls etc.
226a) 80 mm dia nominal bore
227Supply and fixing of special for pressure pipe 10% of Item no 02
228Providing & fixing gun metal gate valve with C.I. wheel of approved quality ( screwed end)
229a) 80 nominal bore
230constructing masonry chamber 90*90*100cm inside, in brick work in cemant mortar 1:4for sluice valve with C.I. surface box 100mmtop dia metre,160 mm bottom dia metre and 180 mm deep with chained lid and RCC topslab 1:2:4 mix. 1/c necessary excavation foundation concrete 1:5:10 and inside plastering with cement mortar 1:3. 12 mmthick, finished with a floating coat of neatcement complete as per standard design
231with common burnt clay F.P.S. ( non modular ) brick of class designation 7.5
232Excavating trenches in all kind of soilof required width for pipes. cables etc.including excavation for sockets and dressing of side of ramming of bottoms depth upto 1.5m including getting out the excavated soil 7 then returning the soil as required, in layer not exceding 20 cm in depth including consolidating each deposited layers by ramming, watering, etc & disposing of surplus excavated soil as directed with in a leadof 50m.
233a) Pipes, 80mm to 100 dia
234Providing, laying and jointing glazed stone ware pipes grade 'A' with stiff mixture of cement morter in the proportion of 1:1 (1 cement :1 fine sand) including testing of joining etc. complete.
235a) 200 mm diameter
236b) 150 mm diameter
237Providing and laying cement concrete 1:5:10 alround SW pipe including bed concrete as
238per standard design.
239a) 200 mm diameter
240b) 150 mm diameter
241Constructing brick masonry manhole with 75 class designation F.P.S. bricks in cement mortar 1:4 (1cement : 4coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand :4grade stone aggregate 20mm nominal size ); foundation 1:4:8 mix (1cement :4 coarse sand : 8 graded stone aggregate 40mm nominal size ) inside plastering 12mm thick with cement morter 1:3 (1 cement :3coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design
242(A) Inside sized 120 x 90cm & 90 cm deep including C.I. cover with frame ( medium duty ) 500mm dia internal dimension total weight of cover & frame to be not less than 116kg
243(wt. of cover 58kg & wt. of frame 58kg
244Extra for depth for manhole with F.P.S. bricks
245(a) size 90 x 120 cm
246Making connection of drain or sewer line with existing man hole including bracking into and making good the wall, floors with cement concrete 1:2:4 mix cement plaster on both side with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channel for the drainetc. complete for pipes
247100 to 250mm dia
248Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
249With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
250Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil (loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in alead of 50m.(DSR 2.8.1)
251P.C.C work in 1:2:4 with cement,c.sand & 20mm stone grite ballast including shuttering mat.,lab. T&P etc all complete.
252M-150 class brick work in 1:4 cement mortar with cement & c-sand incl. material, lab,etc all complete.
253Struck pointing in 1:2 cement mortor with cement and coarse sand including material,labour T&P etc all complete.
254Earth work in cutting or in embankment in ordinasry soil including 1.5 m lift & 30m lead etc. all complete.
255Construction of granular sub Base (G.S.B.) by provide closed graded matereial mixing by mix in place method including water and campacting with vibratory rollers as per MORT & H specification 401.
256P.C.C work in 1:2:4 with cement,c.sand & 20mm stone grite ballast including shuttering mat.,lab. T&P etc all complete.
257R.C.C work in 1:1.5:3 with cement,c.sand & 20mm stone grite ballast including shuttering mat.,lab. T&P etc all complete.
258M.S iron work in R.C.C. or R.B. work including bending or binding and making hooks etc.all complete.
259Disposal of earth upto 5.00 km incl.etc all complete.
260Boring /Drilling bore well of required dia for casing /strainer pipe by sutaible methad prescribed in is :2800 part 1 including collecting samples strata ,preparing and submitting strata chart /bore log ,including hire &running charges of all
261Rain Water harvesting
262Artitect Desine & Drawing charge 1.5% Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56244562
AUTHORITY Local Bodies
TENDER VALUE 4.17 Crore
LAST DATE 22-07-2026
Authority
Authority Name Allahabad Municipal Corporation
Work Description Tender for Propsed Construction Of Nagar Nigam Awas Nagar Nigam C Us.
Basic Detail
Tender No 22.07.2026
Bidding Type Tender
Location
City Prayagraj
State Uttar Pradesh
Key Dates
Publish Date 01 Jul 2026
Submission Date 22 Jul 2026
Open Date 22 Jul 2026
Finance
Tender Value 4.17 Crore
Tender Fee 25000
EMD 8.35 Lakhs
Exemption Not Available
Document List
aa98ad7e-973a-4248-b9a0-208784eb04cd.html
BOQ_2185575.xls
Tendernotice_1 (27).pdf
Tendernotice_2 (3).pdf

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Tender Timeline

Jul 01, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 22, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Jul 22, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

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html

aa98ad7e-973a-4248-b9a0-208784eb04cd.html

xls

BOQ_2185575.xls

pdf

Tendernotice_1 (27).pdf

pdf

Tendernotice_2 (3).pdf

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