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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC PLOT NO 4541 8062 INDRAHARI NAGAR TURANG DIST ANGUL ODISHA 759122 | DHENKANAL | ODISHA | 759122 | ₹1.3 Cr | L1 | Accepted-AOC ACCEPTED BEING L1 EXCEPT ALL OTHER BIDDERS. |
| 2 | L2₹1.3 CrRejected-Finance AT BADAJORADA TALCHER ANGUL ODISHA 759103 | ANUGUL | ODISHA | 759103 | ₹1.3 Cr | L2 | Rejected-Finance REJECTED NOT BEING L1 |
| Sl No | Description | Qty | Unit | BIBHUTI BHUSAN DHAR L1 | SOUMYA RANJAN PRADHAN L2 |
|---|---|---|---|---|---|
| 1.00 | PART-A, ROAD RESURFACING
Wet Mix Macadam , Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications. | 35 | CUM | 1,248 ₹43,680 | 1,390 ₹48,650 |
| 2.00 | Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisher (II) for Grading II (19 mm nominal size) bitumen content 3.4% . | 374 | CUM | 8,449 ₹31.6 L | 7,990 ₹29.9 L |
| 3.00 | Prime coat, Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of specifications. | 231 | SQM | 59 ₹13,629 | 33 ₹7,623 |
| 4.00 | Tack coat, Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. | 18,780 | SQM | 19 ₹3.6 L | 8 ₹1.5 L |
| 5.00 | Bituminous Concrete , Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% by weight 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 clause 507 of specification. Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. (ii) for Grading-II ( 13 mm nominal size) | 282.75 | CUM | 10,279 ₹29.1 L | 9,490 ₹26.8 L |
| 6.00 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 all complete as per clause 803 of specifications. | 953.75 | SQM | 279 ₹2.7 L | 330 ₹3.1 L |
| 7.00 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.) | 320 | EACH | 499 ₹1.6 L | 350 ₹1.1 L |
| 8.00 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | 3,814 | EACH | 169 ₹6.4 L | 160 ₹6.1 L |
| 9.00 | Providing & fixing heavy duty 100 ton speed breaker and plastic speed breaker as per the direction of engineer in charge . ( Specification as follows: Sloway Heavy Duty ABS Plastic Speed Breaker, size - 250x500x80 mm, Load capacity :- 100 ton ) | 165 | MTR | 2,359 ₹3.9 L | 2,990 ₹4.9 L |
| 10.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications ) | 1,243 | CUM | 39 ₹48,477 | 49 ₹60,907 |
Updated dates
Tender Value
₹1.6 Cr
EMD Value
₹2.0 L
Closing Date
7 Dec 2025, 5:00 pmClosed
STAFF OFFICER CIVIL JAGANNATH AREA
Office of the General Manager MCL, Jagannath Area Po-Dera,Dist-Angul, Odisha-759103
Resurfacing of Road from Hingula Colony to SBI Chhak and Facelifting of Road from SBI chhak to Dera Chhak
2025_MCL_347441_1
MCL/GM(JA)/SO(C)/e- Tender/25-26/75, Dtd-12/11/25
Open Tender
Civil Works - Roads
90 days
GM Unit Jagannath Area
AS PER TENDER DOCUMENTS
5 documents required · 5 mandatory
₹2.0 L
17 Jan 2026
14 Nov 2025
9 Dec 2025
15 Nov 2025
7 Dec 2025
15 Nov 2025
15 Nov 2025 - 26 Nov 2025
Amount
PART-A, ROAD RESURFACING Wet Mix Macadam , Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisher (II) for Grading II (19 mm nominal size) bitumen content 3.4% .
Prime coat, Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of specifications.
Tack coat, Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
Bituminous Concrete , Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6% by weight 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 clause 507 of specification. Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control. (ii) for Grading-II ( 13 mm nominal size)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 all complete as per clause 803 of specifications.
Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings.)
Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.
Providing & fixing heavy duty 100 ton speed breaker and plastic speed breaker as per the direction of engineer in charge . ( Specification as follows: Sloway Heavy Duty ABS Plastic Speed Breaker, size - 250x500x80 mm, Load capacity :- 100 ton )
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevant clauses of section - 300 of specifications )
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
Carriage of garbage or earth mixed other wastes by tractor trolley including manual loading and unloading and disposing at garbage dumps or at any other specified location as per the direction of Engineer-In-Charge. (ii) For lead of 1 km.
Trimming of trees & cutting of dead part of trees in colony,near other structures etc and disposal of the same at an appropriate place as per instruction of Engg I/c.
Supplying and stacking good quality moorum at work site with all lead and royalty, all complete.
Spreading moorum/sand/ stone dust etc. in layers not exceeding 150mm in thickness, levelling to required gradient and camber, watering and consolidation of each layer with vibratory roller (Payment to be made for compacted volume of moorum/sand).
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) .
12 mm cement plaster of mix: 1:6(1 cement: 6 fine sand) .
Neat cement punning
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work .
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work
Finishing walls with Acrylic Smooth exterior paint of required shade: Old work (One or more coat applied @0.90 Itr/10 sqm).
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, bufing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Providing & fixing Aluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering including cost of drilling holes, nuts, bolts etc.and signs as applicable as per the direction of engineer-in-charge.
Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge.Each
Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge.
Providing and wartering of irrigation water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, wartering at site with all leads and lifts as per direction of officer-in-charge.
PART-B, DRAIN REPAIR Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqmon plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil.
Filling 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 and for all lif.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Brick work with Fly Ash Brick (230x115x75 mm size) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) .
Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) .
12 mm cement plaster of mix: 1:6(1 cement: 6 fine sand) .
Neat cement punning
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Total impact of GST plus Labour Cess [@ 1 % (BOCW Cess to be deducted from the RA bill as per the value of the work progress)] for the purpose of CTC
SOUMYA RANJAN PRADHAN (BID ID -1200988)
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