Power Boards / Undertakings / PSU Closing in 31 days TDR #57219546

Tender For Construction Of Security Wall, Security Hut, Main Gate & Other miscellaneous Civil Works At 132Kv Substation Upeida (Imlc) Naseerpur ,Firozabad. (Annexure-A) Construction Of Residences (01No Type Iii & 02No Type Ii) At 132Kv Substation (Im

Issued by Boards / Undertakings / PSU · Agra, Uttar Pradesh
Tender Value
1.47 Crore
Estimated cost
Bid Submission
28 Sep 2026
31 days left
EMD
2.94 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Security Wall, Security Hut, Main Gate & Other miscellaneous Civil Works At 132Kv Substation Upeida (Imlc) Naseerpur ,Firozabad. (Annexure-A) Construction Of Residences (01No Type Iii & 02No Type Ii) At 132Kv Substation (Imlc) Upeida Naseerpur, Firozabad. (Annexure-B)

BOQ

Name of Work:- Construction of Security wall, Security Hut, Main gate & Other misc. Civil works at 132KV Substation UPEIDA (IMLC) Naseerpur ,Firozabad. (Annexure-A) Construction of Residences (01No Type III & 02No Type II) at 132KV Substation (IMLC) UPEIDA Naseerpur, Firozabad. (Annexure-B)
Sl. No. Item Description
1Construction of Security wall,Security Hut, Main gate & Other misc Civil works at 132KV Substation UPEIDA (IMLC) Naseerpur, Firozabad. (Annexure-A)
2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation(All kinds of soil.) trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8.1)
3Add to Earth work for additional 50m lead or part thereof beyond 1st 50m upto 0.50km DSR 1.2.2
4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27)
5Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.(DSR 2.36)
6Surface dressing(All kinds of soil) of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m (DSR 2.28.1)
7Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR 2.31)
8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2)
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8)
10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.10)
11Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR 4.12)
12Providing 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 :(1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2)
13Reinforced cement concrete work in beams, suspended floors, roofs & coloumn having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.3)
14Centering and shuttering including strutting, propping etc. and removal of form for(Foundations, footings, bases of columns, etc. for mass concrete) (DSR 5.9.1)
15Centering and shuttering including strutting, propping etc. and removal of form for(Suspended floors, roofs, landings, balconies and access platform) (DSR 5.9.3)
16Centering and shuttering including strutting, propping etc. and removal of form for(Lintels, beams, plinth beams, girders, bressumers and cantilevers,) (DSR 5.9.5)
17Centering and shuttering including strutting, propping etc. and removal of form for(Columns, Pillars, Piers, Abutments, Posts and Struts) (DSR 5.9.6)
18Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (Thermo-Mechanically Treated bars of grade Fe-500D or more.) (DSR 5.22.6)
19Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR 5.30)
20Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:(Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.1.2)
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 :(Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.4.1)
22Brick 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 :(Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)
23Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Kiln seasoned selected planks of sheesham wood 35mm thick (DSR 9.9.3.2)
24Providing 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 on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1)
25Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.(With second class teak wood beading 62X19 mm) (DSR 9.51.1)
26Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.2)
274.0 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (NSI 12.28) item 36
28Providing 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.(75 mm diameter) (DSR 12.41.1)
2912 mm cement plaster of mix :(1:4 (1 cement: 4 coarse sand) (DSR 13.4.1)
3015 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)
316 mm cement plaster of mix :(1:3 (1 cement : 3 fine sand) (DSR 13.16.1)
32Neat cement punning. (DSR 13.18)
33Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :(New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre) (DSR 13.41.1)
34Finishing 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 @ 0.90 litre/10 sqm) (DSR 13.47.1)
35Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture) (DSR 13.62.1)
36Providing 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. (DSR 13.80)
37Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) (DSR 16.53)
38Providing 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 580x440 mm with integral type foot rests DSR 17.1.1
39Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps DSR 17.7.3
40Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.DSR 18.48A
41Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :(15 mm nominal bore) (DSR 18.49.1)
42Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(15 mm nominal bore) (DSR 18.52.1)
43Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931(15 mm nominal bore) (DSR 18.53.1)
44Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(600 mm dia RCC pipes.) (DSR 19.35.2)
45Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(450 mm dia RCC pipes.) (DSR 19.35.1)
46Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete(900 mm dia RCC pipes.) (DSR 19.35.3)
47Supply and Fixing of 3 blade wall fan of Havells platina 400 mm or equivalent including all material, T&P etc required for proper completion of work as approved by engineer in charge.(NSI No. 28.37) Item 132
48Wiring 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 modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C (DSR No.1.10.3)
49Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR Civil 10.18)
50Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole( DSR No.2.10.1)
51Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps ( DSR No.2.12.2)
52Supplying and fixing of 20 mm of medium class PVC conduit along with accessories in surface/recess including junction box, cutting the wall and making good the same in case of recessed conduit as required. DSR 1.21.1
53Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm)DSR 1.27.4
54Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR 1.14.2
55Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet DSR 1.24.4
56Hydraulic Excavator (3D) JCB with driver and fuel 0020
57Construction of Residences (01No Type III & 02No Type II) at 132KV Substation (IMLC) UPEIDA Naseerpur, Firozabad. (Annexure-B)
58Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation(All kinds of soil.) trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (DSR 2.8.1)
59Excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. (DSR 2.25 A)
60Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR 2.27)
61Surface dressing(All kinds of soil) of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m (DSR 2.28.1)
62Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2)
63Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8)
64Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. (DSR 4.12)
65Providing 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 :(1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 5.1.2)
66Reinforced cement concrete work in beams, suspended floors,coloumns , roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR 5.3)
67Centering and shuttering including strutting, propping etc. and removal of form for(Foundations, footings, bases of columns, etc. for mass concrete) (DSR 5.9.1)
68Centering and shuttering including strutting, propping etc. and removal of form for(Suspended floors, roofs, landings, balconies and access platform) (DSR 5.9.3)
69Centering and shuttering including strutting, propping etc. and removal of form for(Lintels, beams, plinth beams, girders, chhaja ,bressumers and cantilevers) (DSR 5.9.5)
70Centering and shuttering including strutting, propping etc. and removal of form for(Columns, Pillars, Piers, Abutments, Posts and Struts) (DSR 5.9.6)
71Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (Thermo-Mechanically Treated bars of grade Fe-500D or more.) (DSR 5.22.6)
72Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (DSR 5.30)
73Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:(Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1)
74Brick 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 :(Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR 6.4.2)
75Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (DSR 8.31)
76Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.Kiln seasoned selected planks of sheesham wood 35mm thick (DSR 9.9.3.2)
77Providing 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 on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (DSR 9.21.1)
78Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.(With second class teak wood beading 62X19 mm) (DSR 9.51.1)
79Providing 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 :(300x10 mm) (DSR 9.97.1)
80Providing 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 :(125mm) (DSR 9.100.1)
81Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (DSR 10.2)
82Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (DSR 10.18)
83Providing and fixing glass strips in joints of terrazo/ cement concrete floors.(40 mm wide and 4 mm thick) (DSR 11.13.1)
84Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete. (DSR 11.37)
85Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red DSR 11.56.2
86Providing 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.(110 mm diameter) (DSR 12.41.2)
8712 mm cement plaster of mix :(1:4 (1 cement: 4 coarse sand) (DSR 13.4.1)
88Neat cement punning. (DSR 13.18)
89Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :(New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre) (DSR 13.41.1)
90Finishing 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 @ 0.90 litre/10 sqm) (DSR 13.47.1)
91Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :(Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture) (DSR 13.62.1)
92Providing 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. (DSR 13.80)
93Providing 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 580x440 mm with integral type foot rests) (DSR 17.1.1)
94Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:(White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps) (DSR 17.7.3)
95Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. (DSR 17.8)
96Providing 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 :(510x1040 mm bowl depth 250 mm) (DSR 17.10.1.1)
97Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge.((a) 15 mm nominal dia) (DSR 17.22B)
98Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.(Flexible pipe 32mm dia) (DSR 17.28.2.1)
99Providing and fixing 100 mm sand cast Iron grating for gully trap. (DSR 17.29)
100Providing 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. (DSR 17.31)
101Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.(600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms) (DSR 17.73.2)
102Providing 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.(15 mm nominal dia Pipes) (DSR 18.7.1)
103Same as above item no. DSR 18.7.1 but for 20 mm nominal dia Pipes (DSR 18.7.2)
104Same as above item no. DSR 18.7.1 but for 25 mm nominal dia Pipes (DSR 18.7.3)
105Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.(15 mm dia nominal bore) (DSR 18.12.1)
106Same as above item no. DSR 18.12.1 but for 20 mm dia nominal bore (DSR 18.12.2)
107Same as above item no. DSR 18.12.1 but for 25 mm dia nominal bore (DSR 18.12.3)
108Same as above item no. DSR 18.12.1 but for 32 mm dia nominal bore (DSR 18.12.4)
109Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(25 mm nominal bore) (DSR 18.17.1)
110Same as above item no. DSR 18.17.1 but for 20 mm nominal bore (DSR 18.17.1A)
111Same as above item no. DSR 18.17.1 but for 32 mm nominal bore (DSR 18.17.2)
112Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(25 mm nominal bore) (DSR 18.18.3)
113Providing and fixing uplasticised PVC connection pipe with brass unions :(45 cm length,15 mm nominal bore) (DSR 18.21.2.1)
114Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :(100 mm diameter) (DSR 18.22.1)
115Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, 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 (DSR 18.48)
116Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :(15 mm nominal bore) (DSR 18.49.1)
117Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.(15 mm nominal bore) (DSR 18.52.1)
118Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931(15 mm nominal bore) (DSR 18.53.1)
119Providing and fixing PTMT pillar cock of approved quality and colour.(15 mm nominal bore, 107 mm long, weighing not less than 110 gms) (DSR 18.56.1)
120Making 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.(With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 ) (DSR 19.32.1)
121Wiring 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 modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required..Group C DSR 1.10.3
122Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR 1.14.2
123Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required 2 X 4 sq. mm + 1 X 4 sq. mm earth wire DSR 1.14.3
124Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole DSR 2.10.1
125Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 amps DSR 2.12.2
126Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 4 way (4 + 12), Double door DSR 2.4.1
127Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (75mmX75mm) DSR 1.27.1
128Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 4 Module (125mmX75mm) DSR 1.27.3
129Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm) DSR 1.27.4
130Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 8 Module (125mmX125mm) DSR 1.27.5
131Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc as required. 12 Module (200mmX150mm) DSR 1.27.6
1322.5 cm thick 1:1.5:3 plain cement concrete floor with cement, approved coarse sand & 2cm graded approved stone ballast laid in panels finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 as specified and removing any overlapping mortar at the joints of the panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc, required for proper completion of the work. without base CC (NSI No. 12.26) NSI 135
133As in NSI No. 12.26 above but 4.0 cm thick floor in 1:1.5:3 concrete with out base concrete. (NSI No. 12.28) NSI 136
134Pre-Construction anti-termite treatment, by creating a barrier under and around the columns pits, foundation trenches, under floors, junctions of Walls & floors, around the external perimetre of building, expansion joints, surrounding of pipes and conduits etc. (Plinth area of the building at ground floor only shall be measured as per I.S. 6313 (Part II 1981))with Eldrine emulsifiable 0.2% concentration or any other approved material such as Heptachlore or chlordance will be used. The consumption of emulsion shall be (i) Foundation and masonary @ 5 Ltrs/Sqm, (ii) Back fills in immediate contact of foundation@ 7.5 Ltrs. / Sqm, (iii) Top surface of Plinth filling @ 5 Ltrs / Sqm, ( iv) Junction of walls & floors @ 7.5 Ltrs / Sqm, (v) Soil along external perimetre of building @ 7.5 Ltrs / Sqm (vi) under apron of the building @ 5 Ltrs. /Sqm. The rates includes cost of all materials, labour, equipments, T&P complete. (NSI No. 17.01) NSI 41
135Providing and fixing soap dish chromium plated with brackets fixed to wooden cleats with brass screws including supply of all materials,labour and T&P etc.required for proper completion of the work. (NSI No. 27.19) NSI 108
136Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. (75mm dia)(NSI No. 27.29 a) NSI 109A
137Providing and laying SWR, PVC ( Finolex or equivalent ) pipe including cost of excavation, C.C etc including its jointing and connection, all materials, labour and T&P etc. required for proper completion of the work. c) 110 mm Dia.(NSI 27.29c) Item no 109C Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57219546
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 1.47 Crore
LAST DATE 28-09-2026
Authority
Authority Name Uttar Pradesh Power Transmission Corporation Limited
Work Description Tender for Construction Of Security Wall, Security Hut, Main Gate & Other miscellaneous Civil Works At 132Kv Substation Upeida (Imlc) Naseerpur ,Firozabad. (Annexure-A) Construction Of Residences (01No Type Iii & 02No Type Ii) At 132Kv Substation (Imlc) Upeida Naseerpur, Firozabad. (Annexure-B)
Basic Detail
Tender No Tender No-15/ECTC/A/2026-27
Bidding Type Tender
Location
City Agra
State Uttar Pradesh
Key Dates
Publish Date 27 Aug 2026
Submission Date 28 Sep 2026
Open Date 29 Sep 2026
Finance
Tender Value 1.47 Crore
Tender Fee 5900
EMD 2.94 Lakhs
Exemption Not Available
Document List
718df188-30e2-4f55-bed2-2cebf7051995.html
BOQ_2219080.xls
Tendernotice_1 (65).pdf
tn15.rar

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Tender Timeline

Aug 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 31 days
Sep 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 32 days

Tender Documents

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html

718df188-30e2-4f55-bed2-2cebf7051995.html

xls

BOQ_2219080.xls

pdf

Tendernotice_1 (65).pdf

rar

tn15.rar

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