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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.8 L+₹9,554.48 (2.05%)Admitted-Fee/PreQual/Technical/Finance | ₹4.8 L+₹9,554.48 (2.05%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.8 L+₹11,971.60 (2.56%)Admitted-Fee/PreQual/Technical/Finance | ₹4.8 L+₹11,971.60 (2.56%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹4.8 L+₹12,004.49 (2.57%)Admitted-Fee/PreQual/Technical/Finance | ₹4.8 L+₹12,004.49 (2.57%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹4.8 L+₹12,232.74 (2.62%)Admitted-Fee/PreQual/Technical/Finance 9 56F SURVEY NO 1940 1C PERUNGUDI PART II VILLAGE KAVALKINARU PANCHAYAT RADHAPURAM TALUK TIRUNELVELI DIST | ₹4.8 L+₹12,232.74 (2.62%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | R SURESH RAJ L7 | NELSON BRIGHT L4 | Chandrasekhar C L8 | T AKILRAJ L1 | Rajan L5 | Nadesan Ponniyan L2 | ANNAI FATHIMA CONTRACT WORKS L3 | Justin Anbaiyan L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc complete. | 11 | m3 | 157.2 ₹1,729.2 | 105.52 ₹1,160.72 | 112.12 ₹1,233.32 | 102.87 ₹1,131.57 Lowest | 129.26 ₹1,421.86 | 218 ₹2,398 | 105.52 ₹1,160.72 | 105.7 ₹1,162.7 |
| 2.00 | Cement concrete 1:4:8 (One cement, Four crushed stone sand and eight hard broken stone jelly) using 40mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc., complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed ny the departmental officers - Mixing by Mechanical Means | 43 | m3 | 4,284.75 ₹1,84,244.25 | 4,297.48 ₹1,84,791.64 | 4,662.26 ₹2,00,477.18 | 4,189.73 ₹1,80,158.39 Lowest | 4,297.16 ₹1,84,777.88 | 4,532 ₹1,94,876 | 4,297.16 ₹1,84,777.88 | 4,305.22 ₹1,85,124.46 |
| 3.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering four soffits upto 3 meter height using mild steel sheet of size 90 cmx60cmx10mm gaugewith MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30&86. | 51 | m2 | 266 ₹13,566 | 266.46 ₹13,589.46 | 33 ₹1,683 Lowest | 259.78 ₹13,248.78 | 266.44 ₹13,588.44 | 292 ₹14,892 | 266.44 ₹13,588.44 | 266.94 ₹13,613.94 |
| 4.00 | Plain Cement concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing etc., complete as per standard specifications and as directed by the departmental officers. - Mixing by mechanical means | 51.5 | m3 | 5,457.4 ₹2,81,056.1 | 5,364.67 ₹2,76,280.51 | 5,851.62 ₹3,01,358.43 | 5,230.21 ₹2,69,355.82 | 5,364.32 ₹2,76,262.48 | 5,088 ₹2,62,032 Lowest | 5,364.32 ₹2,76,262.48 | 5,374.38 ₹2,76,780.57 |
| 5.00 | Providing and fixing bitument tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charges | 8 | m2 | 643 ₹5,144 | 383.21 ₹3,065.68 | - | 373.62 ₹2,988.96 | 383.2 ₹3,065.6 | 280 ₹2,240 Lowest | 383.2 ₹3,065.6 | 383.92 ₹3,071.36 |
Tender Value
₹7.2 L
EMD Value
₹7,200
Closing Date
18 Sept 2026, 3:00 pmClosed
Executive Officer
Arumanai Town Panchayat office Arumanai
Providing cement concrete pavement at Pallivilai water tank road to cross West Theru towards Attoor via road in Arumanai TP
2026_DTP_700616_1
247-4
Open Tender
Civil Works
Lump-sum
180 days
Arumanai
Calss V
2 documents required · 2 mandatory
₹0
₹7,200
21 Sept 2026
2 Sept 2026
18 Sept 2026
2 Sept 2026
18 Sept 2026
2 Sept 2026
2 Sept 2026 - 18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS.20B and sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc complete. | 11 | m3 | - | - |
| 2 | Cement concrete 1:4:8 (One cement, Four crushed stone sand and eight hard broken stone jelly) using 40mm gauge hard broken jelly for flooring including laying, consolidating, finishing, rendering the top surface rough to receive the floor, curing, etc., complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed ny the departmental officers - Mixing by Mechanical Means | 43 | m3 | - | - |
| 3 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering four soffits upto 3 meter height using mild steel sheet of size 90 cmx60cmx10mm gaugewith MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30&86. | 51 | m2 | - | - |
| 4 | Plain Cement concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing etc., complete as per standard specifications and as directed by the departmental officers. - Mixing by mechanical means | 51.5 | m3 | - | - |
| 5 | Providing and fixing bitument tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charges | 8 | m2 | - | - |
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