Educational and Research Institute Boards / Undertakings / PSU Closing in 0 days TDR #50251786

Retrofitting Of Gps Kaniarka (Sr. No. 1 To 16), Gps Bagdhar Block A (Sr. No. 17 To 35), Gps Bagdhar Block B (Sr. No. 36 To 55), Gps Baggi Block A (Sr. No. 56 To 70), Gps Baggi Block B (Sr. No. 71 To 90)

Issued by Boards / Undertakings / PSU · chamba, Himachal Pradesh
Tender Value
Ref. Documents
Estimated cost
Bid Submission
28 Jul 2025
0 days left
EMD
51400
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
chamba → Himachal Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Retrofitting of GPS Kaniarka (Sr. No. 1 to 16), GPS Bagdhar Block A (Sr. No. 17 to 35), GPS Bagdhar Block B (Sr. No. 36 to 55), GPS Baggi Block A (Sr. No. 56 to 70), GPS Baggi Block B (Sr. No. 71 to 90)

BOQ

Name of Work:Retrofitting of GPS Kaniarka (Sr. No. 1 to 16), GPS Bagdhar Block A (Sr. No. 17 to 35), GPS Bagdhar Block B (Sr. No. 36 to 55), GPS Baggi Block A (Sr. No. 56 to 70), GPS Baggi Block B (Sr. No. 71 to 90)
Sl. No. Item Description
1Demolishing cement concrete manually/ by mechanical means including disposal of material within alllead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
2Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all lead.
3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and up to floor two level. 1:4:8 (1 Cement : 4 coarse sand : 8)graded stone aggregate 40 mm nominal size)
4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level and up to floor two level. Hot rolled deformed bars
5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts 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) : 3 graded stone aggregate 20 mm nominal size)
6Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
7Columns, Pillars, Piers, Abutments, Posts and Struts and up to floor two level.
8Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
9CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
10Brick 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)
11Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm.
12Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
13Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
14Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work
15Electrical fitting charges(per room)
16Structural 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. MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame)
17Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
18Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead. All kinds of soil.
19Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads.
20Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and up to floor two level. 1:4:8 (1 Cement : 4 coarse sand : 8)graded stone aggregate 40 mm nominal size)
211:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
22Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level and up to floor two level. Hot rolled deformed bars
23Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts 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) : 3 graded stone aggregate 20 mm nominal size)
24Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
25Columns, Pillars, Piers, Abutments, Posts and Struts and up to floor two level.
26Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
27CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
28Brick 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)
29Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm.
30Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm. 12 mm average thickness.
31Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
32Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
33Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work
34Electrical fitting charges(per room)
35Structural 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. MS Frame for water tank-1000 ltr (50x50x5mm A
36Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
37Earth work in excavation by mechanical means(Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead . All kinds of soil.
38Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads.
39Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and up to floor two level. 1:4:8 (1 Cement : 4 coarse sand : 8)graded stone aggregate 40 mm nominal size)
401:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
41Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level and up to floor two level. Hot rolled deformed bars
42Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts 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) : 3 graded stone aggregate 20 mm nominal size)
43Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
44Columns, Pillars, Piers, Abutments, Posts and Struts and up to floor two level.
45Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
46Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
47CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)
48Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm.
49Structural 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. Proposed Angle Iron Braces (50 x 50 x 6) @ 4.5 kg/Mt
50Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm 12 mm average thickness.
51Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications. Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
52Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
53Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work
54Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 6 mm thick Cement fiber board as per IS: 14862
55Electrical fitting charges(per room)
56Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
57Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads.
58Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and up to floor two level. 1:4:8 (1 Cement : 4 coarse sand : 8)graded stone aggregate 40 mm nominal size)
59Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level and up to floor two level. Hot rolled deformed bars
60Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts 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) : 3 graded stone aggregate 20 mm nominal size)
61Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
62Columns, Pillars, Piers, Abutments, Posts and Struts and up to floor two level.
63Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
64CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
65Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm.
66Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
67Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
68Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.)Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work
69Electrical fitting charges (per room)
70Structural 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. MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame)
71Demolishing cement concrete manually/ by mechanical means including disposal of material within all leads as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
72Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within all lead as per direction of Engineer - in- charge.
73Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads.All kinds of soil.
74Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within all leads.
75Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level and up to floor two level. 1:4:8 (1 Cement : 4 coarse sand : 8)graded stone aggregate 40 mm nominal size)
761:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
77Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level and up to floor two level. Hot rolled deformed bars
78Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :v 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
79Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
80Columns, Pillars, Piers, Abutments, Posts and Struts and up to floor two level.
81Suspended floors, roofs, landings, balconies and access platform
82Providing and fixing hard drawn steel wire fabric of size 75x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
83CEMENT PLASTER (IN COARSE SAND) 20 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
84Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. For horizontal surface one coat @1.10 kg per sqm.
85Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqm :12 mm average thickness.
86Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specificationsTwo or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
87Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
88Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honeycomb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-inCharge. (The payment shall be made on the basis of actual weight of approved grout injected.) Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work.
89Electrical fitting charges(per room)
90Structural 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. MS Frame for water tank-1000 ltr (50x50x5mm Angle Iron Frame)

AI Tender Summary

OUR REF NO 50251786
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE Ref. Documents
LAST DATE 28-07-2025
Authority
Authority Name Himachal Pradesh School Education Society
Work Description Retrofitting of GPS Kaniarka (Sr. No. 1 to 16), GPS Bagdhar Block A (Sr. No. 17 to 35), GPS Bagdhar Block B (Sr. No. 36 to 55), GPS Baggi Block A (Sr. No. 56 to 70), GPS Baggi Block B (Sr. No. 71 to 90)
Basic Detail
Tender No DIET(CIVIL)/CHM-2024-25/ 186
Bidding Type Tender
Location
City chamba
State Himachal Pradesh
Key Dates
Publish Date 19 Jul 2025
Submission Date 28 Jul 2025
Open Date 28 Jul 2025
Finance
Tender Value Ref. Documents
Tender Fee 1500
EMD 51400
Exemption Available
Document List
TermandConditionBOQ2.pdf
547bfaab-f207-4325-8ad4-24231e6c13e0.html
BOQ_161236.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 19, 2025
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 28, 2025
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jul 28, 2025

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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pdf

TermandConditionBOQ2.pdf

html

547bfaab-f207-4325-8ad4-24231e6c13e0.html

xls

BOQ_161236.xls

pdf

Tendernotice_1.pdf

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