Tender For Up-Gradation Of Miao Township Main Road, Changlang
Tender Value
Ref. Documents
Estimated cost
Bid Submission
24 Feb 2023
0 days left
EMD
2.82 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Changlang → Arunachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Up-Gradation Of Miao Township Main Road, Changlang
BOQ
| Sl. No. | Item Description |
| 1 | SH:-Pavement |
| 2 | GSB LAYER (200MM thick) |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.(i)For Grading I Material |
| 4 | WBM 3 FOR BASE COURSE ( 75 mm thick) |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By Manual means |
| 6 | Prime Coat |
| 7 | Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502. High Porosity |
| 8 | Tack Coat |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 10 | PMC (75mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen Binder) |
| 11 | Providing, laying and rolling of open-graded premix carpet of 75 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.ByManual Means, Bitumen (S-65) |
| 12 | SEAL COAT |
| 13 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. By Manual Means ,T ype A , Bitumen (S-65) |
| 14 | Carriage of Materials |
| 15 | (SH:- RCC Retaining Wall 5 mtr Ht.) |
| 16 | Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m. |
| 17 | Excavation 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.)Ordinary soil-Manual Means (Depth upto 3 m) |
| 18 | Dry rubble stone Flooring |
| 19 | Providing and laying cement concrete 1:4:8 (1 cement:4 course sand: 8 graded stone, aggregate 40mm nominal excluding the cost of centering and shutteringa) Foundation and plinth |
| 20 | Centering and shuttering including strutting, propping etc and removal of framework-a) Foundation & plinth |
| 21 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and stringcourses etc |
| 22 | Reinforcement of RCC work including bending, binding and placing in positioncomplete.b) Cold twisted bars. |
| 23 | Reinforced concrete work in foundations, footings, bases of columns etc. And mass concrete excluding cost of centring, shuttering and reinforcement in :b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 24 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundationup to floor two level excluding cost of centring,shuttering and reinforcement in :b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 25 | Providing 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 |
| 26 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Granular material |
| 27 | 20mm thick cement plaster 1:3 (1cement: 3fine sand) |
| 28 | Carriage of Materials |
| 29 | (SH:- RCC Retaining Wall 2.5 mtr Ht.) |
| 30 | Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m. |
| 31 | Excavation 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.)Ordinary soil-Manual Means (Depth upto 3 m) |
| 32 | Dry rubble stone Flooring |
| 33 | Providing and laying cement concrete 1:4:8 (1 cement:4 course sand: 8 graded stone, aggregate 40mm nominal excluding the cost of centering and shutteringa) Foundation and plinth |
| 34 | Centering and shuttering including strutting, propping etc and removal of framework-a) Foundation & plinth |
| 35 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 36 | Reinforcement of RCC work including bending, binding and placing in position complete.b) Cold twisted bars. |
| 37 | Reinforced concrete work in foundations, footings, bases of columns etc. And mass concrete excluding cost of centring, shuttering and reinforcement in :b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 38 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :b) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size). |
| 39 | Providing 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 |
| 40 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Granular material |
| 41 | 20mm thick cement plaster 1:3 (1cement: 3fine sand) |
| 42 | Carriage of Materials |
AI Tender Summary
Tender Timeline
Feb 17, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 24, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 24, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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