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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.0 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹18.5 L+₹47,032.73 (2.61%)Rejected-AOC 2 433 3 PATHAR ROAD MARUKKALAMPATTI PATHAR EAST NAMAKKAL 637212 | NAMAKKAL | NAMAKKAL | TAMIL NADU | 637212 | 2 | Rejected-AOC L2 | |
| 3 | 3₹18.6 L+₹55,472.45 (3.08%)Rejected-AOC | 3 | Rejected-AOC L3 | |
| 4 | 4₹18.7 L+₹68,494.32 (3.80%)Rejected-AOC | 4 | Rejected-AOC L4 | |
| 5 | 5₹19.3 L+₹1.3 L (7.07%)Rejected-AOC | 5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | Kannan p L2 | GNANAVEL L4 | Saravan L8 | G.K.Gunasekaran L1 | VSV CONSTRUCTIONS L7 | GNANASUNDARAM CONTRACTOR L5 | MST RAJ CONSTRUCTION L6 | VIJAYENDRAN M L9 | JAS.JOHNPETER L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.001.Black Topping to Pattamudaiyan Kalappal in Kurichimoolai Panchayat | ||||||||||||
| 2.00 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 585 | cum | 18.9 ₹11,056.5 | 19 ₹11,115 | 20 ₹11,700 | 10 ₹5,850 | 25 ₹14,625 | 8 ₹4,680 Lowest | 19.77 ₹11,565.45 | 20 ₹11,700 | 9 ₹5,265 |
| 3.00 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 40.37 | cum | 117 ₹4,723.29 | 119 ₹4,804.03 | 105 ₹4,238.85 | 90 ₹3,633.3 | 136 ₹5,490.32 | 70 ₹2,825.9 Lowest | 125 ₹5,046.25 | 105 ₹4,238.85 | 75 ₹3,027.75 |
| 4.00 | Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness 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 as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm | 131.63 | cum | 3,545 ₹4,66,628.35 | 3,604 ₹4,74,394.52 | 4,500 ₹5,92,335 | 3,450 ₹4,54,123.5 | 2,600 ₹3,42,238 Lowest | 4,500 ₹5,92,335 | 3,950 ₹5,19,938.5 | 4,500 ₹5,92,335 | 3,500 ₹4,60,705 |
| 5.00 | Applying TACK COAT over WBM surface at 4Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1,755 | Sqm | 69 ₹1,21,095 | 68 ₹1,19,340 | 82 ₹1,43,910 | 55 ₹96,525 | 16 ₹28,080 Lowest | 70 ₹1,22,850 | 55 ₹96,525 | 82 ₹1,43,910 | 60 ₹1,05,300 |
| 6.00 | Providing and layiing 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 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 | 1,755 | Sqm | 326 ₹5,72,130 | 329 ₹5,77,395 | 395 ₹6,93,225 | 340 ₹5,96,700 | 429 ₹7,52,895 | 300 ₹5,26,500 Lowest | 340 ₹5,96,700 | 395 ₹6,93,225 | 350 ₹6,14,250 |
| 7.00 | Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction | 20.18 | cum | 997.64 ₹20,132.38 | 1,018 ₹20,543.24 | 1,100 ₹22,198 | 950 ₹19,171 | 5,000 ₹1,00,900 | 800 ₹16,144 Lowest | 1,050 ₹21,189 | 1,100 ₹22,198 | 900 ₹18,162 |
| 8.00i). Provision for Parapat wall Ch-0/005 Sub Estimate :- | ||||||||||||
| 9.00 | Supplying and erection of centering for retaining wall and bathing ghat including cost and conveyance of all material and all labour charges etc, complete | 4.01 | Sqm | 448.84 ₹1,799.85 | 458 ₹1,836.58 | 950 ₹3,809.5 | 400 ₹1,604 Lowest | 1,000 ₹4,010 | 900 ₹3,609 | 500 ₹2,005 | 950 ₹3,809.5 | 500 ₹2,005 |
| 10.00 | Cement concrete 1 : 3: 6mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | 0.81 | cum | 5,557.58 ₹4,501.64 | 5,671 ₹4,593.51 | 6,500 ₹5,265 | 5,500 ₹4,455 | 6,800 ₹5,508 | 4,500 ₹3,645 Lowest | 5,900 ₹4,779 | 6,500 ₹5,265 | 5,600 ₹4,536 |
Tender Value
Refer Docs
EMD Value
₹22,920
Closing Date
29 Sept 2026, 12:00 pmClosed
Block Development officer B.pt Kottur
Block Development office B.pt Kottur
1 Black Topping to Pattamudaiyan Kalappal in Kurichimoolai Panchayat Kottur Block Tiruvarur Dist Package No 1 KTR GENERAL FUND 2026 27
2026_RDTN_704632_1
RC No 914 2025 a2 date 15 09 2026 Kurichimoolai Panchayat Kottur block P1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottur Block
As Per Tender Document
8 documents required · 8 mandatory
₹0
₹22,920
Yes
8 Oct 2026
15 Sept 2026
29 Sept 2026
15 Sept 2026
29 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Black Topping to Pattamudaiyan Kalappal in Kurichimoolai Panchayat | - | - | - | - |
| 2 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m | 585 | cum | - | - |
| 3 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A | 40.37 | cum | - | - |
| 4 | Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness 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 as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm | 131.63 | cum | - | - |
| 5 | Applying TACK COAT over WBM surface at 4Kg / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. | 1,755 | Sqm | - | - |
| 6 | Providing and layiing 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 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 | 1,755 | Sqm | - | - |
| 7 | Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction | 20.18 | cum | - | - |
| 8 | i). Provision for Parapat wall Ch-0/005 Sub Estimate :- | - | - | - | - |
| 9 | Supplying and erection of centering for retaining wall and bathing ghat including cost and conveyance of all material and all labour charges etc, complete | 4.01 | Sqm | - | - |
| 10 | Cement concrete 1 : 3: 6mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | 0.81 | cum | - | - |
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