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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹13.5 L+₹44,264.57 (3.39%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹13.6 L+₹57,514.57 (4.40%)Admitted-Finance RANGAT | L3 | Admitted-Finance | |
| 4 | L4₹14.0 L+₹91,583.52 (7.01%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹14.0 L+₹92,774.63 (7.10%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M KARIKALAN L3 | PAUL ENTERPRISES L5 | RAMU BHOOMI L2 | C. KANDASAMY L4 | SELVAM RAJESH L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 360 | sqm | 5 ₹1,800 Lowest | 9 ₹3,240 | 20 ₹7,200 | 10 ₹3,600 | 15 ₹5,400 |
| 2.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). | 97.5 | sqm | 30 ₹2,925 | 15 ₹1,462.5 Lowest | 30 ₹2,925 | 50 ₹4,875 | 20 ₹1,950 |
| 3.00Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : | ||||||||
| 3.01 | For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm. | 97.5 | sqm | 780 ₹76,050 | 1,200 ₹1,17,000 | 740 ₹72,150 Lowest | 1,000 ₹97,500 | 875 ₹85,312.5 |
| 3.02 | For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. | 589 | sqm | 740 ₹4,35,860 | 740 ₹4,35,860 | 720 ₹4,24,080 | 825 ₹4,85,925 | 610 ₹3,59,290 Lowest |
| 4.002 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). | ||||||||
| 4.01 | With paving Asphalt grade VG - 30 with no solvent | 589 | sqm | 280 ₹1,64,920 Lowest | 330 ₹1,94,370 | 320 ₹1,88,480 | 300 ₹1,76,700 | 310 ₹1,82,590 |
| 5.00 | Providing and adding Shredded Plastic @ 8% of Bitumen cosumed including carriage of the same Port Blair (Only in the item of laying 2cm premix carpeting. | 67.85 | Kg | 45 ₹3,053.25 | 45 ₹3,053.25 | 53 ₹3,596.05 | 150 ₹10,177.5 | 30 ₹2,035.5 Lowest |
| 6.00Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : | ||||||||
| 6.01 | On bituminous surface @ 0.50 Kg / sqm | 589 | sqm | 60 ₹35,340 Lowest | 65 ₹38,285 | 62 ₹36,518 | 90 ₹53,010 | 90 ₹53,010 |
Tender Value
₹14.7 L
EMD Value
₹29,476
Closing Date
21 Aug 2025, 3:00 pmClosed
Executive Engineer PRI, NMA, Mayabunder
Office of Executive Engineer PRI, NMA, Mayabunder
RandM of Rural Road from village road to RCC Bridge at Janakpur-I under Gram Panchayat, Dasarathpur. (L-179.00mtrs) Co 01 No. Culvert at village Black Top road janakpur -I near the house of Shri. Balachandran Pillai under GP, Dasarathpur..
2025_RDPRI_19599_1
52/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Roads
Works
180 days
Dasarathpur
Refer Tender Document
5 documents required · 5 mandatory
₹500
The Executive Engineer PRI, NMA, Mayabunder
₹29,476
22 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
Amount
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).
Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :
For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.
For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
With paving Asphalt grade VG - 30 with no solvent
Providing and adding Shredded Plastic @ 8% of Bitumen cosumed including carriage of the same Port Blair (Only in the item of laying 2cm premix carpeting.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
On bituminous surface @ 0.50 Kg / sqm
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 Pulverised sand (zone-III) derived from natura sources : 8 graded stone aggregate 40 mm nominal size derived from natura sources)
1:3:6 (1 Cement : 3 Pulverised sand (zone-III) derived from natura sources : 6 graded stone aggregate 20 mm nominal size derived from natura sources)
1:2:4 (1 Cement : 2 Pulverised sand (zone-III) derived from natura sources : 4 graded stone aggregate 20 mm nominal size derived from natura sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, if nishing and reinforcement- All work up to plinth level :
1:1.5:3 (1 cement: 1.5 Pulverised 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.
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform
6 mm Cement Plaster of mix:
1:3 (1 Cement :3 fine Sand)
12 mm Cement Plaster of mix:
1:4 (1 Cement :4 River Sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
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 m and lift upto 1.5 m.
Routine Maintenance after completion of construction works (Lump-sum Amount for each year per Km.)
For 1st year (Rs. 2,995.60) For 2nd year (Rs. 11,982.39) For 3rd year (Rs. 17,973.58) For 4th year (Rs. 23,964.77) For 5th year (Rs. 32,951.56) Maintenance Cost (Fixed) Total 5 year maintenance cost = Rs. 89,867.90) (Same rate to be quoted i.e Rs. 89,867.90)
For Routine Maintenance, the unit rate indicated by the Authority shall apply. The bidder is requried to accept these rates, Further, the payment shall be performance based.
RAMU BHOOMI (BID ID -57643)
M KARIKALAN (BID ID -57543)
C. KANDASAMY (BID ID -57640)
PAUL ENTERPRISES (BID ID -57710)
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