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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹15.1 L+₹2.6 L (21.3%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KARTICK BAROI L2 | BAPI SAHA L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 5.76 | cum | 500 ₹2,880 Lowest | 2,200 ₹12,672 |
| 2.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement | |||||
| 2.01 | 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). | 5.76 | cum | 14,000 ₹80,640 Lowest | 14,000 ₹80,640 Lowest |
| 3.00Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
| 3.01 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | 111.86 | Kg | 130 ₹14,541.8 | 110 ₹12,304.6 Lowest |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 4.01 | Suspended floors, roofs, landings, balconies and access platform | 24.72 | Sqm | 350 ₹8,652 Lowest | 400 ₹9,888 |
| 5.00Providing 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 : | |||||
| 5.01 | 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. | 930 | sqm | 800 ₹7,44,000 | 600 ₹5,58,000 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 : | |||||
Tender Value
₹16.4 L
EMD Value
₹32,720
Closing Date
12 Sept 2025, 3:00 pmClosed
Executive Engineer PRI, NMA, Mayabunder
Office of Executive Engineer PRI, NMA, Mayabunder
Repair and Maintenance of Rural Road from Hathilevel chock to Depal Dakua house at Shyamnagar-02 under Gram Panchayat, Radhanagar.
2025_RDPRI_19840_1
59/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Roads
Works
180 days
Radhanagar
Refer Tender Document
5 documents required · 5 mandatory
₹500
The Executive Engineer PRI, NMA, Mayabunder
₹32,720
13 Sept 2025
4 Sept 2025
12 Sept 2025
4 Sept 2025
12 Sept 2025
4 Sept 2025
Amount
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.
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
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:
Suspended floors, roofs, landings, balconies and access platform
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 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.
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
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 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.
Routine Maintenance after completion of construction works (Lump-sum Amount for each year per Km.)
For 1st year (Rs. 3,981.02) For 2nd year (Rs. 15,924.09) For 3rd year (Rs. 23,886.14) For 4th year (Rs. 31,848.18) For 5th year (Rs. 43,791.25) Maintenance Cost (Fixed) Total 5 year maintenance cost = Rs. 1,19,430.68) (Same rate to be quoted i.e Rs. 1,19,430.68)
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.
KARTICK BAROI (BID ID -58395)
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