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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-Finance AT SALOHI PO KESAIBAHAL P S BAMARA DIST SAMBALPUR 768228 ODISHA | SUNDARGARH | ODISHA | 768228 | ₹14.9 L | L1 | Accepted-Finance Accept |
Tender Value
₹15.0 L
EMD Value
₹14,954
Closing Date
23 Feb 2026, 5:00 pmClosed
Superintending Engineer
Superintending Engineer Rural Works Division Kuchinda
S/R to Road From Ghansara to Bihabali Ch 0/000 to 0/650, 1/500 to 2/000 Km in the District of Sambalpur for the year 2025-26
2026_CERWI_126203_2
Online Tender-20 RWD Kuchinda 2025-26
National Competitive Bid
Civil Works - Roads
30 days
Kuchinda
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹14,954
Yes
20 Mar 2026
18 Feb 2026
24 Feb 2026
18 Feb 2026
23 Feb 2026
18 Feb 2026
18 Feb 2026 - 21 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 etc. complete as per specification and direction of the Engineering in charge.
Flank dressing to proper camber on both side berms etc. complete including taxes of all materials with all labour T&P required for the work etc. complete in all respects as per specification and direction of the Engineer-in-charge.
Earth work in all kinds of soil with 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and compaction with PRR including hire and running charges of PRR etc. complete as per specification and direction of the Engineer-in-charge.
Providing, laying, spreading and compacting graded stone agregate to wet mix macadam specification including premixing the materials with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site, laying in uniform thickness with paver in sub base/ base course on the prepared surface and compacting with vibratory roller to achieve the desired compaction as per Clause 406 of MoSRT&H Specifications for Road & Bridge works.
Cleaning exsting Granular Surface including removal of foreign materials with wire brushes and smal picks, sweeping with brooms or soft brushes and finally dustong with old gunny bags and / or compressed air to receive bituminous treatment etc. complete as per direction of the Engineer in Charge.
Clearing the existing black topped surface with removal of forein materials with brooms or soft brushes and finally dusting with old gunny bags and/ or compressed air to receive bituminious treatment etc. complete
Labour for applying primmer coat with Bitumen Emulsion ( SS-1 ) with all cost conveyance ,labour T&P 4.0kg of bitumen per 10sqm etc. complete.
Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm. on the prepared bituminious/ granular surface cleaned with mechanical brooms as per clause 503 of MORTH & H specification for road and bridge works ( 4rth Revision ) etc. complete as per the direction of the Engineering in charge.
Providing and laying Semi Dense Bituminious Concrete with batch type hot mix plant using crushed aggregates of specified grading , premixed with bitumininious binder of 60/70 penetration grade of bitumen , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade , level and allignment , rolling with smooth wheeled , vibratory and tandom rollers to achieve the desired compaction as per clause 508 of MOSRT & H Specificaion for road and bridge works ( 4rth Revision ) etc. complete as per specification and direction of the Engineering in charge
Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage of materials etc.complete as per direction of Engineer in charge
Maintenance of Hume pipe / slab Culvert by way of Clearing, Cleaning erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scrapping etc., as per MORD technical specifications Clause 1915.
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MORD.
Providing fixing 200 Mtr. Stone as per approved drawing & specification including cost of all materials, T&P, labour, painting, figuring & fixing etc., complete as per direction of the Engineer-in-charge.
Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing as per drawing and Technical specification Clause of MORD. ( Fixing on Berm )
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes
Providing and fixing of road studs 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
(i) 600mm Circular
(ii) 800 mm x 600 mm Rectrangle
(iii)600MM EQILATERAL & TRIANGLE
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