Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.7 LAdmitted-Finance | ₹99.7 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Competent Infrastructure and consulting(CICON) Pvt.Ltd L1 |
|---|---|---|---|---|
| 1.00 | Greasing of Bearing with ULTRATACK AP3 grease including cleaeing of bearings with steel brush, removal of dusts and dirt with necessary scaffolding etc. complete as directed by the department. | 12 | Each | 1,500 ₹18,000 |
| 2.00 | Labour for Lifting of superstructure span by jacking up from below i.e. by placing the jacks on pier/abutment caps for span length of 30m. (Cost of bearing to be paid extra) (Rectification of Bearings as per Technical Specifications)Lifting with constructing auxilary structure upto 6M height including dismentling and removal of same | 12 | Each | 6,00,000 ₹72 L |
| 3.00 | Replacement of Expansion Joints complete as per drawings | 45 | Metre | 3,000 ₹1.4 L |
| 4.00 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). | 45 | Metre | 6,000 ₹2.7 L |
| 5.00 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000metres ,stacking serviceable materials and unserviceable materials separately.) | 50.74 | CUM | 2,400 ₹1.2 L |
| 6.00 | Mastic Asphalt (Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per clause 515 .( including carriage up to initial lead of 5.0 km from quarry Thickness=40mm | 1,691.25 | SQM | 1,000 ₹16.9 L |
| 7.00 | Replacement of damaged concrete railing. | 90.2 | Metre | 400 ₹36,080 |
| 8.00 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. | 90.2 | Metre | 2,700 ₹2.4 L |
| 9.00 | Load testing of one or more spans of bridge as selected by the Engineer as per approved
load test procedure following relevant IS/IRC / Railway codes with contractor's labour,
deflection measuring instruments, loading materials, recording and analyzing the load
testing results including all leads and lifts etc. completeas required. The rates are all
inclusive and will be paid after load test is finished and girder is cleared of the kentledges/
loading materials etc. The load shall be 1.25 times the stipulated design load based on
Design load | 2 | per test | 1,24,999.5 ₹2.5 L |
Tender Value
₹89.4 L
EMD Value
₹1.8 L
Closing Date
11 Feb 2026, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Ghy-3
O/O The CE, PWD(Roads), Assam, Chandmari, Ghy-3
Barpeta/SOPD-G/2025-26/R_R/02 Const of protn works for Br Foundation at P3,P4 and P5 of RCC br np 51/1 over River Beki on Barpeta Lengtisinga road(SH-2) by providing boulder dumping,Bamboo Screening and Excavation on Upstream Side.(Rehabilitation of
2026_PWD_50940_1
CE/STBR/Rehab/232/2025-26/11 Dated 04.02.2026
Open Tender
Civil Works – Roads
180 days
Barpeta
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,790
₹1.8 L
Yes
O/O The CE, PWD(Roads), Assam, Chandmari, Ghy-3
24 Feb 2026
7 Feb 2026
12 Feb 2026
7 Feb 2026
11 Feb 2026
7 Feb 2026
7 Feb 2026 - 11 Feb 2026
9 Feb 2026
Greasing of Bearing with ULTRATACK AP3 grease including cleaeing of bearings with steel brush, removal of dusts and dirt with necessary scaffolding etc. complete as directed by the department.
Labour for Lifting of superstructure span by jacking up from below i.e. by placing the jacks on pier/abutment caps for span length of 30m. (Cost of bearing to be paid extra) (Rectification of Bearings as per Technical Specifications)Lifting with constructing auxilary structure upto 6M height including dismentling and removal of same
Replacement of Expansion Joints complete as per drawings
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000metres ,stacking serviceable materials and unserviceable materials separately.)
Mastic Asphalt (Providing and laying mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 (binder having penetration as (15+/- 5) at 25 deg. centrigrade), prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre coated fine grained hard stone ships of 13.2mm nominal size at the rate of .005cum per 10 sqm. and at an approximate spacing of 10 cm center tpo center in both direction , pressed into surface when the temperature of surfaces not less than 1000C, protuding 1mm to 4mm over mastic surface , all complete as per clause 515 .( including carriage up to initial lead of 5.0 km from quarry Thickness=40mm
Replacement of damaged concrete railing.
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.40 MB
Tendernotice_2.pdf
PDF • 1.53 MB
SBD.pdf
Tender Documents • 24.87 MB
BOQ_81070.xls
BOQ • 0.34 MB
FOB.pdf
Additional Documents • 0.32 MB
Download all tender documents and submit your bid