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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | ₹6.3 L | L1 | Accepted-AOC low |
| 2 | L2₹6.7 L+₹34,593.03 (5.47%)Rejected-Finance | ₹6.7 L+₹34,593.03 (5.47%) | L2 | Rejected-Finance above |
| 3 | L3₹6.7 L+₹35,105.03 (5.55%)Rejected-Finance | ₹6.7 L+₹35,105.03 (5.55%) | L3 | Rejected-Finance above |
| Sl No | Description | Qty | Unit | PANDIAN CONSTRUCTION L3 | VINOTH L2 | PANNEERSELVAN L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for Foundation and depositing on Bank within initial lead of 10mt and initial lift of 2mt in hard stiff clay ,stiff black cotton hard red earth shales murrams gravel stoney earth and earth mixed with small size boulders and hard gravelly soil except rock etc., complete complying with standard specification.As per SS 20 B TNDSS NO 23&24 VI (S2 ),VII 9,10 | 26 | m3 | 9,100 ₹9,100 | 8,970 ₹8,970 | 8,506.68 ₹8,506.68 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 mix(One cement,Four sand ,and Eight aggregate ) using 40mm Hard Broken Granite Stone (I.S.S ) metal from approved quarry including cost and conveyances of all materials to site and all handling charges at both ends cost of from work labour for mixing concrete trasporting laying curing of concrete and all other tools and plants including other incidencial charges such as bailing out of water ,maintaining protective bunds and coffer dams etc.,complete (for base course to body wall of the culvert and surface drain ) complying with standard specification.TNDSS NO 28 V,VI ( S2 ) V,VI (S5A) VII | 4 | m3 | 31,440 ₹31,440 | 31,428 ₹31,428 | 29,797.2 ₹29,797.2 Lowest |
| 3.00Supplying and erecting of centering to sides and soffits including supports and strutting for drainages sides and culverts body wall sides using 90 cm x 60 cm and B.G.10 stiffenend with welded mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over (silver oak joists) of size 10 cm x 6.50 cm spread at about 90 cm etc.,complete complying with standard specification. TNDSS NO ;30 & 86 | ||||||
| 3.01 | UPTO 1.00 M HEIGHT | 13 | m2 | 5,590 ₹5,590 | 5,577 ₹5,577 | 5,288.4 ₹5,288.4 Lowest |
| 3.02 | ABOVE 1 M HEIGHT | 45.5 | m2 | 39,130 ₹39,130 | 39,039 ₹39,039 | 37,018.8 ₹37,018.8 Lowest |
| 4.00 | Plain Cement Concrete 1:3:6 Mix (one part cement, three part sand and six part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with std. specification | 66 | m3 | 5,77,170 ₹5,77,170 | 5,76,906 ₹5,76,906 | 5,46,956.52 ₹5,46,956.52 Lowest |
| 5.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications. | 0.5 | m3 | 4,645 ₹4,645 | 4,643 ₹4,643 | 4,402.37 ₹4,402.37 Lowest |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
14 Aug 2025, 3:00 pmClosed
EXECUTIVE OFFICER
Manjoor mel Bazar,Kundah Post
CONSTRUCTION OF RETAINING WALL AT KARIYAMALAI IN KILKUNDAH TOWN PANCHAYAT
2025_DTP_589518_1
276/2025-6
Open Tender
Civil Works - Others
Works
60 days
KILKUNDAH TOWNPANCHAYAT OFFICE
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹8,000
15 Sept 2025
6 Aug 2025
14 Aug 2025
6 Aug 2025
14 Aug 2025
6 Aug 2025
6 Aug 2025 - 13 Aug 2025
Earthwork excavation for Foundation and depositing on Bank within initial lead of 10mt and initial lift of 2mt in hard stiff clay ,stiff black cotton hard red earth shales murrams gravel stoney earth and earth mixed with small size boulders and hard gravelly soil except rock etc., complete complying with standard specification.As per SS 20 B TNDSS NO 23&24 VI (S2 ),VII 9,10
Plain Cement Concrete 1:4:8 mix(One cement,Four sand ,and Eight aggregate ) using 40mm Hard Broken Granite Stone (I.S.S ) metal from approved quarry including cost and conveyances of all materials to site and all handling charges at both ends cost of from work labour for mixing concrete trasporting laying curing of concrete and all other tools and plants including other incidencial charges such as bailing out of water ,maintaining protective bunds and coffer dams etc.,complete (for base course to body wall of the culvert and surface drain ) complying with standard specification.TNDSS NO 28 V,VI ( S2 ) V,VI (S5A) VII
Supplying and erecting of centering to sides and soffits including supports and strutting for drainages sides and culverts body wall sides using 90 cm x 60 cm and B.G.10 stiffenend with welded mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over (silver oak joists) of size 10 cm x 6.50 cm spread at about 90 cm etc.,complete complying with standard specification. TNDSS NO ;30 & 86
UPTO 1.00 M HEIGHT
ABOVE 1 M HEIGHT
Plain Cement Concrete 1:3:6 Mix (one part cement, three part sand and six part of aggrigate) using 20 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc. complete. Complying with std. specification
Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
VINOTH (BID ID -1427940)
PANDIAN CONSTRUCTION (BID ID -1428443)
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