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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹4.2 CrAccepted-AOC AT PO RAJAPUR P S CHATRAPUR DIST GANJAM ODISHA PIN 761026 | RAJAPUR | GANJAM | ODISHA | 761026 | ₹4.2 Cr | 1st | Accepted-AOC Successful bidders after lottery system |
| 2 | 1st₹4.2 CrRejected-AOC | ₹4.2 Cr | 1st | Rejected-AOC 1st Lowest |
| 3 | 1st₹4.2 CrRejected-AOC | ₹4.2 Cr | 1st | Rejected-AOC 1st Lowest |
| 4 | 1st₹4.2 CrRejected-AOC AT SATRUSHOLA PO HUMMA PS RAMBHA DIST GANJAM ODISHA PIN 761027 | HUMMA | GANJAM | ODISHA | 761027 | ₹4.2 Cr | 1st | Rejected-AOC 1st Lowest |
| 5 | 1st₹4.2 CrRejected-AOC | ₹4.2 Cr | 1st | Rejected-AOC 1st Lowest |
Tender Value
₹4.9 Cr
EMD Value
₹5.0 L
Closing Date
29 Dec 2025, 5:30 pmClosed
Chief Construction Engineer, R.W.Circle, BAM,
O/O Chief Construction Engineer, RWC, BAM Near Income Tax Office Ambapua-11
Construction of road from Banjamaha to Sirkabarga road under MMSY-CMRL in the District of Kandhamal for the year 2025-26.
2025_CERWI_123485_10
Online Tender/44-2025-26/BPR
National Competitive Bid
Civil Works - Roads
240 days
Balliguda
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹5.0 L
Yes
19 May 2026
18 Dec 2025
30 Dec 2025
18 Dec 2025
29 Dec 2025
18 Dec 2025
18 Dec 2025 - 26 Dec 2025
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: Chief Construction Engineer, R.W.Circle, Berhampur
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al of unserviceablr material & stacking the serviceable material with all lifts & leads of 1000 mtr and as per direction of Engineer-in-ChargeÞMaintenance of Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MoRD & direction of Engineer-in-charge.%fProviding Plain Cement concrete M-15 in foundation upto a required depth below ground level and upto a required height above ground level/bed level using 40mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge !TProviding Cement concrete M-20 upto a required depth below ground level and upto a required height above ground level/bed level using 20mm down graded hard granite aggregates of approved quality from approved quarry including hoisting, lowering, laying compacting in position in layers to proper slope & level including watering, curing and cost, conveyance, Cess, royality, additional charges, DMF 10% & EMF 5% over royalty , taxes of all materials etc. with all labour and T&P required for the work including dewatering, shuttering if necessary complete as per direction of Engineer-in-charge !1000mm dia pipe NP3 Providing and fixing of typical MMSY Informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per the direction of the Engineer in charge%;!üMaintenance of Bituminous surface road. Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 25 mm thick SDBC as per clause No. 508 of MoRD and as per the direction of the Engineer in charge(;!ÉMaintenance and repair of RCC railing to bring it to the original shape with cleaning and repainting as per drawings and technical specifications clause No 1911 as per direction of Engineer in charge.&!RmRestoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 of MoRD by manual means and as per the direction of the Engineer in charge!CumøMaintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 of MoRD & direction of Engineer-in-charge.!KmNoMaintenance of 200 metre & km stone by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MoRD & direction of Engineer-#!ÒCutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MoRD & direction of Engineer-in-charge. !ÁCutting of shurbs from the roadways or within ROW including clearing away from site etc complete as per drawing & MORD Techinical Specification Cluase 1914 & direction of Engineer-in-charge.!ÄTriming of grass & weeds from the roadways or with ROW including clearing away from site etc complete as per drawing & MORD techinical specification Cluase 1914 & direction of Engineer-in-charge.!ËWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 of MoRD & direction of Engineer-in-charge.!hProviding & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, additional charges, DMF 10% & EMF 5% over royalty Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge. pConstruction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, primer, sealant, near approaches to bridge/culvert or at any approved portion of road and construction joints, admixtures as approved, curing of concrete slabs for 14-days as per MoRD including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty Cess, taxes & technical specification Clause 1501 and as per direction of Engineer-in-Charge.4Providing RCC of design mix of M-250 grade of controlled qulity having cube strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes obtained from approved quary & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & including hoisting, lowering & laying concrete in layers compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties, additional charges, DMF 10% & EMF 5% over royalty , Cess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge. ROAD APPURTENANCES Supplying and fixing of measurement stones of R.C.C. M-15 grade including painting, lettering in accordance with the specifications and as approved by the engineer and as per direction of Engineer-In-Charge and as per clause 1703 of MoRD.#!+R!¤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
BASIC RATE In Figures To be entered by the Bidder Rs. P TOTAL AMOUNT TOTAL AMOUNT In Words
1 1 16304 One Sqm 8.44 Excess(+) Full Conversion
2 Cutting in disintegrated rock not requiring blasting to be removed by Pick axes and crow bar with intial lead & lift including dressing the sides and levelling the bed to the required width & depth & stocking the cutting earth at approved side cost of all labour, T&P & Cess etc complete as per direction & specification of Engineer-in-Charge. 2 149.57 One Cum 584.91 Excess(+) Full Conversion
3 3 252.94 One Cum 313.87 Excess(+) Full Conversion
4.1 1000 MM DIA s/r HPC 5 7.5 One Rmt 672.49 Excess(+) Full Conversion
5 6 299.13 One Cum 409.54 Excess(+) Full Conversion
6 Excavation in oridinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift up to 1000m as per techincal specification clause 302.3 of MoRD and as per direction of Engineer-In-Charge. 7 1046.97 One Cum 86.02 Excess(+) Full Conversion
7 Construction of embankment with approved material obtained from borrow pits transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H specifications for Road and Bridge works (4th Revision) with cost of all labour, T&P and with cess, royality and as per direction of Engineer-in-charge. (Payment of earthwork will be made compacted level section) only 8 13509.04 One Cum 201 Excess(+) Full Conversion
8 Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer in charge. 9 2518.07 One Cum 50.4 Excess(+) Full Conversion
9 Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm size (Gr-II) / 53mm to 22.4mm size (Gr-III) WBM specification (75mm compacted thickness) as follows including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials of moorum or gravel with sand admixture to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royality, DMF (10% of royalty), EMF (5% of royalty), additional charges, Cess & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge. 10
9.1 WBM Gr-II 11 1169.31 One Cum 3438.64 Excess(+) Full Conversion
9.2 WBM Gr-III 12 1169.31 One Cum 3556.74 Excess(+) Full Conversion
10 Construction of granular sub-base Gr.III using Sand & Moorum Admixture by providing well graded material, spreading in uniform layers with tractor with ordinary grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge as per Technical Specification Clause 401 of MoRD and as per direction of Engineer-In-Charge. 13 3788.55 One Cum 1114.65 Excess(+) Full Conversion
11 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 of MoRD for low porosity surface. and as per direction of Engineer-In-Charge. (By Mechanical Mean) 14 15590.7 One Sqm 37.31 Excess(+) Full Conversion
12 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD. and as per direction of Engineer-In-Charge. (By Mechanical Mean) 15 15590.7 One Sqm 13.55 Excess(+) Full Conversion
13 Providing, laying & rolling of the open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6 mm aggregates using VG-30 penetration grade bitumen @ 14.6Kg/10Sqm to required line grade & level to serve as wearing coarse on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100KN static roller capacity finished to required level and grades to be followed by seal coat of Type B as per technical specification Clause-506 of MORD by Mannual Means & as per direction of Engineer-in-Charge. 16 15590.7 One Sqm 214.99 Excess(+) Full Conversion
14 Providing & laying 6mm thick precoated seal coat Type-B using 0.06 Cum of 6.7mm size chips as per sieve analysis and 6.8Kg of VG-30 grade bitumen per 10 Sqm. including hire and running chages of PRR, hot mix plant, tar boiler and all other T&P articles by manual means as per technical specification Clause 508 of MoRD and as per direction of Engineer-in-Charge. 17 15590.7 One Sqm 85.57 Excess(+) Full Conversion
15 18 12228 One Sqm 31.52 Excess(+) Full Conversion
16 C.C.ROAD Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per clause202.1of MORD specification for Rural roads & as per direction of the Engineer-in-charge. 19 76.5 One Cum 313.87 Excess(+) Full Conversion
17 Construction of granular sub-base Gr.III using Sand & Moorum Admixture by providing well graded material, spreading in uniform layers with tractor with ordinary grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete including cost, conveyance taxes, royality, additional charges, DMF 10% & EMF 5% over royalty cess complete as per direction of the Engineer in charge as per Technical Specification Clause 401 of MoRD and as per direction of Engineer-In-Charge. 20 109.35 One Cum 1114.65 Excess(+) Full Conversion
18 Providing, laying, spreading and compacting stone aggregates of 63mm to 45mm size (Gr-II) / 53mm to 22.4mm size (Gr-III) WBM specification (75mm compacted thickness) as follows including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials of moorum or gravel with sand admixture to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including hire and running charges of PRR and all other machinaries including all labour, T&P and cost, conveyance royality, DMF (10% of royalty), EMF (5% of royalty), additional charges, Cess & taxes of all materials required for the work complete in all respect as per direction of the Engineer-in-Charge. 21
18.1 WBM Gr-II 22 75.94 One Cum 3438.64 Excess(+) Full Conversion
19 23 185.9 One Cum 7756.75 Excess(+) Full Conversion
20 24 One Cum 276.89 Excess(+) Full Conversion
21 25 One Cum 1510.59 Excess(+) Full Conversion
22.1 27 One Cum 6383.93 Excess(+) Full Conversion
22.2 In substructure 28 One Cum 6525.96 Excess(+) Full Conversion
23 29 One Cum 7014.35 Excess(+) Full Conversion
24.1 31 One Cum 7732.6 Excess(+) Full Conversion
24.2 32 One Cum 9714.79 Excess(+) Full Conversion
24.3 33 One Cum 10597.4 Excess(+) Full Conversion
25.1 35 One Cum 7752.84 Excess(+) Full Conversion
26 Providing HYSD bars confirming to approved grade including all labours for cutting ,bending, binding, lapping, splicing, welding etc. (conforming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete with Cess in all respect (weight of binding wire shall not be considered for payment at all which will be borne by the contractor ) as per specification and direction of the Engineer in charge. 36 One Qntl 8429.26 Excess(+) Full Conversion
27 Construction of Precast R.C.C. railing of M30 grade aggregate size not exceeding 12mm true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre- to centre spacing between vertical posts not to exceed 2000mm leaving adequate space between vertical posts for expansion as per approved drawing and technical specification including cost, conveyance, royality, additional charges, DMF 10% & EMF 5% over royalty , Cess of all materials and as per direction of Engineer-in-Charge. 37 One Rmt 2361.18 Excess(+) Full Conversion
28 38 One Rmt 111.95 Excess(+) Full Conversion
29 Providing, laying and fixing RCC pipes of NP3 as follows (Confirming to relevant I.S.Specification) in position including sealing the joints in C.M (1:3) including cost, conveyance royality, taxes, Cess of all materials, labour, T&P required for the work etc. complete as per specification and direction of the Engineer in charge. 39
29.1 40 60 One Rmt 7093.98 Excess(+) Full Conversion
30 41 One Cum 2902.98 Excess(+) Full Conversion
31 42 One Cum 2408.62 Excess(+) Full Conversion
32 43 One Cum 276.89 Excess(+) Full Conversion
33 44 One Cum 1510.59 Excess(+) Full Conversion
34.1 46 One Cum 6383.93 Excess(+) Full Conversion
34.2 In substructure 47 One Cum 6525.96 Excess(+) Full Conversion
35 48 2.1 One Cum 7014.35 Excess(+) Full Conversion
36 49 One Rmt 111.95 Excess(+) Full Conversion
37 50 393.6 One Cum 1436.11 Excess(+) Full Conversion
38.1 1) Ordinary Kilometer stone 52 5 One No 2604.6 Excess(+) Full Conversion
38.2 2) 200 mtr Stone 53 17 One No 733.2 Excess(+) Full Conversion
39.1 55 13 One No 2080.37 Excess(+) Full Conversion
39.2 56 13 One No 2133.34 Excess(+) Full Conversion
40 57 4 One No 3239.54 Excess(+) Full Conversion
41 58 2 One No 11847.06 Excess(+) Full Conversion
43 60 3 One No 23752.47 Excess(+) Full Conversion
44 61 175 One No 813.63 Excess(+) Full Conversion
45 MAINTENANCE Maintenance of earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 of MoRD and as per the direction of the Engineer in charge 62
1st year 63 59 Sqm 45.05 Excess(+) Full Conversion
2nd year 64 78.47 Sqm 45.05 Excess(+) Full Conversion
3rd year 65 98.53 Sqm 45.05 Excess(+) Full Conversion
4th Year 66 118 Sqm 45.05 Excess(+) Full Conversion
5th Year 67 137.47 Sqm 45.05 Excess(+) Full Conversion
46 Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per MORD Techinical Specification Cluase 1903 & direction of Engineer-in-charge.ꈀ慎敭漠潗歲›潃獮牴捵楴湯漠潲摡映潲 68
1st year 69 59 Sqm 21.13 Excess(+) Full Conversion
2nd year 70 78.47 Sqm 21.13 Excess(+) Full Conversion
3rd year 71 98.53 Sqm 21.13 Excess(+) Full Conversion
4th Year 72 118 Sqm 21.13 Excess(+) Full Conversion
5th Year 73 137.47 Sqm 21.13 Excess(+) Full Conversion
1st year 75 17.7 430.29 Excess(+) Full Conversion
2nd year 76 23.54 430.29 Excess(+) Full Conversion
3rd year 77 29.56 430.29 Excess(+) Full Conversion
4th Year 78 35.4 430.29 Excess(+) Full Conversion
5th Year 79 41.24 430.29 Excess(+) Full Conversion
1st year 81 594.87 Sqm 340.45 Excess(+) Full Conversion
2nd year 82 850.66 Sqm 340.45 Excess(+) Full Conversion
3rd year 83 1100.51 Sqm 340.45 Excess(+) Full Conversion
4th Year 84 1359.28 Sqm 340.45 Excess(+) Full Conversion
5th Year 85 1613.29 Sqm 340.45 Excess(+) Full Conversion
1st year 87 4.37 1564.06 Excess(+) Full Conversion
2nd year 88 4.37 1564.06 Excess(+) Full Conversion
3rd year 89 4.37 1564.06 Excess(+) Full Conversion
4th Year 90 4.37 1564.06 Excess(+) Full Conversion
5th Year 91 4.37 1564.06 Excess(+) Full Conversion
1st year 93 14 1742.25 Excess(+) Full Conversion
2nd year 94 14 1742.25 Excess(+) Full Conversion
3rd year 95 14 1742.25 Excess(+) Full Conversion
4th Year 96 14 1742.25 Excess(+) Full Conversion
5th Year 97 14 1742.25 Excess(+) Full Conversion
1st year 99 4.37 1023.55 Excess(+) Full Conversion
2nd year 100 4.37 1023.55 Excess(+) Full Conversion
3rd year 101 4.37 1023.55 Excess(+) Full Conversion
4th Year 102 4.37 1023.55 Excess(+) Full Conversion
5th Year 103 4.37 1023.55 Excess(+) Full Conversion
1st year 105 9.87 1795.47 Excess(+) Full Conversion
2nd year 106 9.87 1795.47 Excess(+) Full Conversion
3rd year 107 9.87 1795.47 Excess(+) Full Conversion
4th Year 108 9.87 1795.47 Excess(+) Full Conversion
5th Year 109 9.87 1795.47 Excess(+) Full Conversion
1st year 111 44 179.74 Excess(+) Full Conversion
2nd year 112 59 179.74 Excess(+) Full Conversion
3rd year 113 73 179.74 Excess(+) Full Conversion
4th Year 114 88 179.74 Excess(+) Full Conversion
5th Year 115 103 179.74 Excess(+) Full Conversion
1st year 117 175 11.21 Excess(+) Full Conversion
2nd year 118 233 11.21 Excess(+) Full Conversion
3rd year 119 292 11.21 Excess(+) Full Conversion
4th Year 120 350 11.21 Excess(+) Full Conversion
5th Year 121 408 11.21 Excess(+) Full Conversion
1st year 123 98.33 Sqm 3.74 Excess(+) Full Conversion
2nd year 124 130.78 Sqm 3.74 Excess(+) Full Conversion
3rd year 125 164.21 Sqm 3.74 Excess(+) Full Conversion
4th Year 126 196.66 Sqm 3.74 Excess(+) Full Conversion
5th Year 127 229.11 Sqm 3.74 Excess(+) Full Conversion
1st year 129 165.52 Sqm 35.83 Excess(+) Full Conversion
2nd year 130 165.52 Sqm 35.83 Excess(+) Full Conversion
3rd year 131 165.52 Sqm 35.83 Excess(+) Full Conversion
4th Year 132 165.52 Sqm 35.83 Excess(+) Full Conversion
5th Year 133 165.52 Sqm 35.83 Excess(+) Full Conversion
Total in Figures 4 Construction of chamber for 100mm sluice plates item5 10 Nos
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