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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC | ₹16.7 L | L1 | Accepted-AOC BELOW |
| 2 | L2₹18.1 LRejected-Finance | ₹18.1 L | L2 | Rejected-Finance high |
| 3 | L3₹19.0 LRejected-Finance | ₹19.0 L | L3 | Rejected-Finance high |
Tender Value
₹19.2 L
EMD Value
₹1.9 L
Closing Date
7 Feb 2026, 12:00 pmClosed
EE CD-1 PWD Chitrakoot
Office of EE CD-1 PWD Chitrakoot
Repair work of Ainchwara bridge located at Km 8 of Khoh Manikpur Road (ODR) in Chitrakoot district
2026_CEBAN_1111353_1
101/A-16 Date 22-01-2026
Open Tender
Civil Works
60 days
Chitrakoot
Please refer Tender documents.
2 documents required · 2 mandatory
₹950
₹1.9 L
Office of EE CD-1 PWD Chitrakoot
7 Mar 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
3 Feb 2026
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. In area of non-thorny jungle SI No. 2.2
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. (Over BC)
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
Providing and laying Filter Material undemeathpitching in slopes complite as per Drawing and technical Specification clause 1302(As per SOR Chap.14 pg 92 Itom no 14.6)
Providing and laying boulders Pitching on slopes laid over praperd Filter Media as per Drawing and technical Specification clause 1302 (As per SOR Chap.14 pg 92 Itom no 14.5 )
Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. SI No 251
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work. SI No 255
Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. SI No 281
Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. (Chapter- 8 (Add item-a)
Tree Cutting LS.
Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is excluding of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes
Providing and laying of hot appiled thermoplastic compound 5.00 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is including of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes Repeated Bar
Providing and fixing of averry dennision/3 M Brand RPM serie 290(CAT Eye) (RED/ YELLOW COLOUR) Made of polycarbonate with electronic welded prismatic retro reflective lens on both side for maximum retro reflective in wet and Dry conditio with bitumen adhesive BT 69. (Without Sank)
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