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Tender For Construction Of Boundary Wall From Science Centre To Volley Ball Ground Ig Park, 2. Beautification Of Natural Stream At Ig Park With Thrashing Works Site Beautification, 3 Const. Of Storm Water Drainage With Rcc Retaining Wall Near Jio T, itanagar-Arunachal Pradesh

Municipal Corporation-MC has published Tender For Construction Of Boundary Wall From Science Centre To Volley Ball Ground Ig Park, 2. Beautification Of Natural Stream At Ig Park With Thrashing Works Site Beautification, 3 Const. Of Storm Water Drainage With Rcc Retaining Wall Near Jio T. Submission Date for this Tender is 13-01-2023. Wall Construction Tenders in itanagar Arunachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

35609092
Corrigendum : Tender For Construction Of Boundary Wall From Science Centre To Volley Ball Ground Ig Park, 2. Beautification Of Natural Stream At Ig Park With Thrashing Works Site Beautification, 3 Const. Of Storm Water Drainage With Rcc Retaining Wall Near Jio T
Open Tender
Indian
Arunachal Pradesh
itanagar
13-01-2023

Tender Details

Tender For Construction Of Boundary Wall From Science Centre To Volley Ball Ground Ig Park, 2. Beautification Of Natural Stream At Ig Park With Thrashing Works Site Beautification, 3 Const. Of Storm Water Drainage With Rcc Retaining Wall Near Jio Tower At D Sector

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 10-Jan-2023 Corringendum Other 13-01-2023
2 10-Jan-2023 Change BOQ Other 13-01-2023

Key Value

Document Fees
INR 5000 /-
EMD
INR 98500.0 /-
Tender Value
INR 98.50 Lakhs /-

BOQ Items

Name of Work:-.1) C/o Boundarywall from science centre to volley ball ground IG Park, 2). Beautification of Natural stream at IG Park with thrashing works/site beautification, 3)C/o storm water drainage with RCC Retaining wall near Jio Tower at D-Sector.
Sl. No. Item Description
1SH:- C/o Boundarywall from science centre to volley ball ground IG Park ward No. 07
2Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) in ordinary soil by manual means depth upto 3m
3Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:a) Foundations and plinth
4Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin :
5a) M 20 1 : 1.5 : 3(1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
6Centring and shuttering including strutting, propping etc and removal of form work for :
7a) Foundation, footings, bases of columns etc. and mass concrete.
8Reinforcement of RCC work including bending, binding and placing in position complete.
9b) Tar/TMT steel
10Brick work with best available local bricks in foundation and plinth in cementmortar 1:3 (1 cement : 3 fine sand).
1120 mm cement plaster 1 : 3 (1 cement : 6 fine sand).
12Finishing 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.
13Applying cement slurry on RCC slabs or cement concrete work using 2.75 Kg of cement per Sq.m. for receiving cement concrete floor including roughening, cleaning etc complete..
14Carriage of Material
15SH:- Beautification of Natural stream at IG Park with thrashing works/site beautification .
16Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
17A) Manual Means (Depth upto 3 m)
18Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
19Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads.
20Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
21a) Foundations and plinth
22Reinforcement of RCC work including bending, binding and placing in position complete.
23b) Tar/TMT steel
24Centring and shuttering including strutting proping etc. and removal of form work for:
25a) Foundations and plinth
26b) Walls including attached buttresses, pilasters etc.
27Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
28Foundation
29Wall
30Carriage of Material
31SH:- C/o RCC Retaining wall at upper ESS Sector Itanagar under ward No. 07.
32Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
33Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads.
34Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in:
35Centring and shuttering including strutting proping etc. and removal of form work for:
36a) Foundations and plinth
37Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
38a) Foundations and plinth
39Carriage of Material
40SH:- C/o strom water drainage with RCC Retai ning wall near Jio Tower at D-Sector
41Earth work in excavation in soil containing 50 % or more of single or small size boulders up to 30 cm, size including in 20 cm, layers and breaking clods, ramming and dressing up for the purpose of making embankments of filling up ground depression lead up to 50 mtrs and left upto 1.50 mtrs.
42Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth
43Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
44b) Tar/TMT steel
45Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in
46a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
47Centring and shuttering including strutting, propping etc and removal of formwork for :
48a) Foundation, footings, bases of columns etc. and mass concrete.
49b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
50Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
51Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular Material
52Carriage of Material
53Earth work in excavation in soil containing 50 % or more of single or small size boulders up to 30 cm, size including in 20 cm, layers and breaking clods, ramming and dressing up for the purpose of making embankments of filling up ground depression lead up to 50 mtrs and left upto 1.50 mtrs.
54Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. a) Foundations and plinth
55Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specificationsg, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
56b) Tar/TMT steel
57Reinforced cement concrete in walls (any thickness) including attached pillasters, buttresses, plinth and string course, fillets etc from top of foundation up to floor two level including finishing and plastering the exposed surfaces withcement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface excluding cost of centring, shuttering and reinforcement in
58a) M20 (1 cement : 1.5 corase sand : 3 stone aggregate 20 mm nominal size)
59Centring and shuttering including strutting, propping etc and removal of formwork for :
60a) Foundation, footings, bases of columns etc. and mass concrete.
61b) Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc.
62Carriage of Material
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