Power Boards / Undertakings / PSU Closing in 7 days TDR #56019960

Tender For Construction Of New Boundary Wall In Place Of Existing Boundary Wall At 220Kv Agia Gss, Aegcl

Issued by Boards / Undertakings / PSU · 220kV Agia GSS, Assam
Tender Value
64.82 Lakhs
Estimated cost
Bid Submission
08 Jul 2026
7 days left
EMD
1.30 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
220kV Agia GSS → Assam
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of New Boundary Wall In Place Of Existing Boundary Wall At 220Kv Agia Gss, Aegcl

BOQ

Name of Work:- Construction of new boundary wall in place of existing boundary wall at 220kV Agia GSS, AEGCL
Sl. No. Item Description
1Pkg-A (For detailed calculation and drawings, refer annexure of bid document)
2Demolishing of Existing Boundary Wall manually/ by mechanical means including stacking of unserviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
3Earth 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-in charge.
4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
5Steel 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.
6Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)Lintels, beams, plinth beams, girders, bressumers and cantilevers
7Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)Columns, Pillars, Piers, Abutments, Posts and Struts
8Providing 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)
9Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and truts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : graded stone aggregate 20 mm nominal size derived from natural sources)
10Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).
1112 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
12Steel work in built up tubular ( Round, Square or rectangular hollow tubes etc. ) trusses etc. Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.40 x 40 x 3 mm angle Section @1.8 kg/m welded in Y-shaped as shown in drawings
13Providing 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)
14Pkg-B (For detailed calculation and drawings, refer annexure of bid document)
15Demolishing of Existing Boundary Wall manually/ by mechanical means including stacking of unserviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
16Earth 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-in charge.
17Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
18Steel 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.
19Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)Lintels, beams, plinth beams, girders, bressumers and cantilevers
20Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)Columns, Pillars, Piers, Abutments, Posts and Struts
21Providing 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)
22Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and truts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : graded stone aggregate 20 mm nominal size derived from natural sources)
23Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).
2412 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
25Steel work in built up tubular ( Round, Square or rectangular hollow tubes etc. ) trusses etc. Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.40 x 40 x 3 mm angle Section @1.8 kg/m welded in Y-shaped as shown in drawings
26Providing 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)
27Supplying and laying of following size NP2 class RCC Hume pipe i/c collars jointed with stiff mixture of cement morter 1:2 ( 1 cement:2 fine sand) across the road including cutting the road ( if reqd) digging the trench, refilling the same after laying pipe, ramming the soil etc as reqd. (400 mm dia)
28Pkg-C (For detailed calculation and drawings, refer annexure of bid document)
29Demolishing brick work 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.
30Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
31Steel 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.
32Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)Lintels, beams, plinth beams, girders, bressumers and cantilevers
33Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)Columns, Pillars, Piers, Abutments, Posts and Struts
34Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and truts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : graded stone aggregate 20 mm nominal size derived from natural sources)
35Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).
3612 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
37Steel work in built up tubular ( Round, Square or rectangular hollow tubes etc. ) trusses etc. Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.40 x 40 x 3 mm angle Section @1.8 kg/m welded in Y-shaped as shown in drawings
38Steel 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.
39Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting 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 and manufacture.
40Providing 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)
41Main Gate
42Earth 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.All kinds of soil
43Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level . 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
44Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
45Providing 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)
46Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
47Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
48Providing and fixing ball bearing for rolling shutter (wheels and guide rollers)
49Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :300x16 mm
50Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :250x10 mm
51Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete.150 mm
52Providing and laying flamed finish 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 :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
53Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
54Providing 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 c lamps 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. 25 mm nominal dia Pipes
55Wiring for light/ fan/ call bell point with 2x1.5 sq mm P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabel /Nicco / Anchor or Equivalent Make as approved by the Deptt.) with flat 19 mm ISI marked casing 'n' capping (AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) in surface system, including 6 Amp flush type switch/ bell push (Anchor Penta/Gold medal /Kolor kany.Kom/ Havells or equivalent make as approved by the Deptt.) GI/ MS switch board (ISI marked) half conceal on wall with phenolic laminated sheet cover ,ceiling rose (Anchor/Gold medal /Kolor kany.Kom / Havells or equivalent make as approved by the Deptt.) etc. complete as directed and specified by the Deptt. Long point up to 10.00 metre. length.
56Supplying with fitting and fixing single Pole 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as approved, specified and directed by the deptt.B Series (Schneider MG, legrand, Hager make)6 to 32A
57Supplying with fitting fixing of CFL/Fluorescent luminaries complete with all accessories such as ballast, starter etc. directly on wall / ceiling including connection as approved by the Deptt.)with 1.5 sq mm P.V.C. insulated S.C. copper conductor as required and as directed by the department.Sleek Box type luminaries complete with Electronic ballast and plastic holder brackets with 1 X 36 / 40 watt Fluorescent tube.(Crompton Greaves make) Model- DJB 1314LDB50 / DJBN1314EB CROMTEK with Super Saver / Super Brite Lamp or equivalent (Equivalent will be selected by the deptt considering the mother items rate) PHILIPS/ WIPRO/ BAJAJ/ Havells/ HPL/ SOLAR/ JAQUAR make.
58Supplying and fixing of Jaquar or equivalent Philips/ Wipro LED spot light fittings complete with Shade, back plate including connection cable, as approved by the Deptt.s etc. as required. LED Square front spot light,3W
59Pkg-D (For detailed calculation and drawings, refer annexure of bid document)
60Demolishing of 80 m Existing Boundary Wall manually/ by mechanical means including stacking of unserviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
61Earth 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-in charge.
62Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
63Steel 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.
64Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)Lintels, beams, plinth beams, girders, bressumers and cantilevers
65Centering and shuttering including strutting, propping etc. and removal of form work for : (To be reused 6 times)Columns, Pillars, Piers, Abutments, Posts and Struts
66Providing 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)
67Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and truts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : graded stone aggregate 20 mm nominal size derived from natural sources)
68Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).
6912 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
70Steel work in built up tubular ( Round, Square or rectangular hollow tubes etc. ) trusses etc. Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.40 x 40 x 3 mm angle Section @1.8 kg/m welded in Y-shaped as shown in drawings
71Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
72Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting 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 and manufacture
73Providing 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) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56019960
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 64.82 Lakhs
LAST DATE 08-07-2026
Authority
Authority Name Assam Electricity Grid Corporation Limited
Work Description Tender for Construction Of New Boundary Wall In Place Of Existing Boundary Wall At 220Kv Agia Gss, Aegcl
Basic Detail
Tender No AEGCL/MD/OM(LAR)/Boundary Wall/Agia/Bid
Bidding Type Tender
Location
City 220kV Agia GSS
State Assam
Key Dates
Publish Date 17 Jun 2026
Submission Date 08 Jul 2026
Open Date 09 Jul 2026
Finance
Tender Value 64.82 Lakhs
Tender Fee 1500
EMD 1.30 Lakhs
Exemption Not Available
Document List
Bid.pdf
BOQ_83283.xls
Executiveorder.pdf
fda545f1-3f47-4694-95fb-f0653bdd01cc.html
Tendernotice_1 (9).pdf

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Tender Timeline

Jun 17, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 08, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Jul 09, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 8 days

Tender Documents

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pdf

Bid.pdf

xls

BOQ_83283.xls

pdf

Executiveorder.pdf

html

fda545f1-3f47-4694-95fb-f0653bdd01cc.html

pdf

Tendernotice_1 (9).pdf

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