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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹2.8 L (2.10%)Rejected-AOC | ₹1.4 Cr+₹2.8 L (2.10%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not fulfilled necessary qualifying criteria in the SBD. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Withdrawal from tende |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not fulfilled necessary qualifying criteria in the SBD. |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
3 Feb 2023, 12:00 pmClosed
Executive Engineer
2nd floor of the office Building of Directorate of Hr. and Tech. Education, ESS-Sector, Itanagar
C/o Retention Wall and Completion of Expansion of Dorjee Khandu Memorial Football Stadium, Jully
2023_ARED_1072_1
EDN(EW)/Plg-015/2021/52
Open Tender
Civil Works
Item Rate
240 days
Jully, Itanagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
EE, Engg. Wing, Deptt. of Education, Itanagar
₹1.4 L
ESS-Sector, Itanagar
31 May 2023
25 Jan 2023
3 Feb 2023
25 Jan 2023
3 Feb 2023
25 Jan 2023
27 Jan 2023
Amount
Basketball Court
Earth work in excavation in soils containing 50%ormoreofshingle orsmallsize boulders upto 30cmsize including banking in20 cmlayers and breaking clods, ramming and dressing upfor the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m
Providing and laying in foundations and plinth cement concrete 1 :5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in : a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Centring and shuttering including strutting, propping etc and removal of form work for a) Foundation, footings, bases of columns etc. and mass concrete.
Column, pillars, posts and struts etc.
Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel
Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b) In Tees, Angles, Flats and Channels
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement.
Lawn Tennis Court
Earth work in excavation in soils containing 50%ormoreofshingle orsmallsize boulders upto 30cmsize including banking in20 cmlayers and breaking clods, ramming and dressing upfor the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (i) for grading- I Material
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement.
Applying two coat of ARS Acrylic Resurfacer, silica sand filler primer as per direction of engineer-in-charge on the ground surface.
Applying two coat of ARS Acrylic Resurfacer, silica sand filler paint as per direction of engineer-in-charge on the ground surface.
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
Applying one coat of cement primer of approved brand and manufacture on wall surface.
Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade.
Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b) In Tees, Angles, Flats and Channels
Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm
Painting of court as per direction of Engineer-in-charge
Supplying of net and post
Valleyball Court
Earth work in excavation in soils containing 50%ormoreofshingle orsmallsize boulders upto 30cmsize including banking in20 cmlayers and breaking clods, ramming and dressing upfor the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (i) for grading- I Material
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
Supplying and fixing of approved brand net with post as per direction of Engineer in charge
Football Ground
Earth work in excavation in soils containing 50%ormoreofshingle orsmallsize boulders upto 30cmsize including banking in20 cmlayers and breaking clods, ramming and dressing upfor the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b) In Tees, Angles, Flats and Channels
Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm
Badminton Court
Earth work in excavation in soils containing 50%ormoreofshingle orsmallsize boulders upto 30cmsize including banking in20 cmlayers and breaking clods, ramming and dressing upfor the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (i) for grading- I Material
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth
Steel work riveted or bolted in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. b) In Tees, Angles, Flats and Channels
Chain link fabric fencing mesh of size 50x50 mm made of G.I. wire of dia 4 mm
M/s J.G Enterprises
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