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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.7 LAccepted-AOC | ₹19.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹19.7 LRejected-AOC | ₹19.7 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | rajarethinam subramanian L1 | Quality Construction L2 |
|---|---|---|---|---|---|
| 1.00BLACK TOPPING TO THALAYARI THERU MAYANA SALAI ROAD IN KADAGAM PANCHAYAT. KM 0/0-0/350 M | |||||
| 2.00 | Clearingthe Scrub jungle including all labour charges for burryingng and burning etc., | 126 | Sqm | 6 ₹756 | 8 ₹1,008 |
| 3.00 | Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A | 21 | CUM | 140 ₹2,940 | 145 ₹3,045 |
| 4.00 | Collection and supply of Gravel from approved quarry including cost and conveyance of all materials and all labour charges to stacking to department gauge for pre measurement etc.,complete Gravel | 10.5 | CUM | 1,210 ₹12,705 | 1,220 ₹12,810 |
| 5.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 144.38 | CUM | 3,549 ₹5.1 L | 3,550 ₹5.1 L |
| 6.00 | Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) | 78.75 | CUM | 4,188 ₹3.3 L | 4,190 ₹3.3 L |
| 7.00 | Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification. | 78.75 | CUM | 4,620 ₹3.6 L | 4,620 ₹3.6 L |
| 8.00 | Providing and laying tack coat over unprimed WBM surface using 4kg of bitumen binder for 10sqm area including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat bitumen aprayer etc.,complete as per clause 503 of MOST specification. | 1,050 | Sqm | 68 ₹71,400 | 69 ₹72,450 |
| 9.00 | Providing and laying pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete | 1,050 | Sqm | 350.5 ₹3.7 L | 351 ₹3.7 L |
| 10.00 | Provision for Name board Charges | 1 | Nos | 5,000 ₹5,000 | 5,000 ₹5,000 |
Tender Value
₹19.7 L
EMD Value
₹20,000
Closing Date
13 Jan 2026, 3:00 pmClosed
Bdo(V.P),Assistant engineer, Scheme Manager
BDO Office,Nannilam
BLACK TOPPING TO THALAYARI THERU MAYANA SALAI ROAD IN KADAGAM PANCHAYAT. KM 0/0-0/350 M
2026_RDTN_640271_1
3223/2025/A2 Dt 02/01/2026
Open Tender
Civil Works - Roads
90 days
BDO Office, Nannilam
As per Tender documents
3 documents required · 3 mandatory
₹0
₹20,000
6 Feb 2026
7 Jan 2026
13 Jan 2026
7 Jan 2026
13 Jan 2026
7 Jan 2026
Clearingthe Scrub jungle including all labour charges for burryingng and burning etc.,
Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A
Collection and supply of Gravel from approved quarry including cost and conveyance of all materials and all labour charges to stacking to department gauge for pre measurement etc.,complete Gravel
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
Providing and laying WBM 75mm compacted thickness using Grade III metal using one cubic metre of 63 – 11.2mm IRC size HBG metal with 0.24 cubic metre per 10 sqm including cost and conveyance of all materials labour charges for stacking spreading road side and stack to them departmental gauge including all labour charges for spreading metal and sand gravel mix hand packing to compac watering with all leads for water and compaction by 8-10 tones power roller including hire charges and fuel charges for power rollwr water sprinkler and all other tools and plants employed barrcating etc.,completed as per clause 404 of M.O.S.T.specification.
Providing and laying tack coat over unprimed WBM surface using 4kg of bitumen binder for 10sqm area including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat bitumen aprayer etc.,complete as per clause 503 of MOST specification.
Providing and laying pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete
Provision for Name board Charges
Provision for HM Stone Charges
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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