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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.7 LAccepted-AOC | ₹19.7 L | 1 | Accepted-AOC Lowest Rate quoted Accepted |
| 2 | Rejected-Technical 14 3 54 WEST CAR STREET SAMBAVARVADAKARAI KADAYANALLUR TENKASI 627 856 | KADAYANALLUR | TENKASI | TAMIL NADU | 627856 | - | - | Rejected-Technical rejected |
| Sl No | Description | Qty | Unit | Pitchaikani L2 | M MAGESHWARI L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on the bank with initial lead and lift of 10 metres and initial lift of 2 metres in hard stiff stiff clay stiff block cotton hard red earth murram, gravel stoney earth and earth mixed with small size boulders and hard gravelly soils (SS 20 B) etc., complete as per standard specification - 1m3 For Drainage | 29 | Cum | 250 ₹7,250 | 246.5 ₹7,148.50 |
| 2.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in Medium rock, and dense medium rock, not requiring blasting etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 13 | Cum | 650 ₹8,450 | 644.9 ₹8,383.70 |
| 3.00 | Providing dowel bars of 20mm dia mild steel hooked at top including drilling holes of 40mm in hard rock to a depth of 1.00m and including dowel bars of 20mm dia such a way that 1.00mis inside hard rock 1.00m above and bend up for 0.40m length hard rock level and will be embeded to the foundation footing and filling the gab of dowel holes with cement mortar 1:1 mix including cost of dowel bars handling charges fabrication charges including labour for fixing in position and bending to shape etc., complete | 20 | Nos | 820 ₹16,400 | 817 ₹16,340 |
| 4.00 | Plain cement concrete Using 1:4:8 mix ( One cement , four M- Sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 8 | Cum | 5,300 ₹42,400 | 5,252.3 ₹42,018.40 |
| 5.00 | Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29 m height for plain surface as RCC slabs, rectangular tee (or) elbeams, lintel, bed block stair case waist slab, landing slab, etc., complete as per standard specification - 10m2 as per TNDSS & Morth specification No:30 & 36 | 250 | Sqm | 470 ₹1.2 L | 459.85 ₹1.1 L |
| 6.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part M- 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. | 122 | Cum | 6,710 ₹8.2 L | 6,702.3 ₹8.2 L |
Tender Value
₹12 L
EMD Value
₹12,000
Closing Date
19 Jun 2025, 3:00 pmClosed
Executive Officer
Sambavarvadakarai Town Panchayat
GF Yadhavar Samuthaya mayanakudam approach road retaining wall sambavarvadakarai TP
2025_DTP_568011_1
2025-26 GF Yadhavar Samuthaya mayanakudam approach road retaining wall sambavarvadakarai TP
Open Tender
Civil Works
180 days
Sambavarvadakarai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹12,000
23 Mar 2026
12 Jun 2025
20 Jun 2025
12 Jun 2025
19 Jun 2025
12 Jun 2025
Amount
Earth work excavation and depositing on the bank with initial lead and lift of 10 metres and initial lift of 2 metres in hard stiff stiff clay stiff block cotton hard red earth murram, gravel stoney earth and earth mixed with small size boulders and hard gravelly soils (SS 20 B) etc., complete as per standard specification - 1m3 For Drainage
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in Medium rock, and dense medium rock, not requiring blasting etc., as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Providing dowel bars of 20mm dia mild steel hooked at top including drilling holes of 40mm in hard rock to a depth of 1.00m and including dowel bars of 20mm dia such a way that 1.00mis inside hard rock 1.00m above and bend up for 0.40m length hard rock level and will be embeded to the foundation footing and filling the gab of dowel holes with cement mortar 1:1 mix including cost of dowel bars handling charges fabrication charges including labour for fixing in position and bending to shape etc., complete
Plain cement concrete Using 1:4:8 mix ( One cement , four M- Sand and Eight aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29 m height for plain surface as RCC slabs, rectangular tee (or) elbeams, lintel, bed block stair case waist slab, landing slab, etc., complete as per standard specification - 10m2 as per TNDSS & Morth specification No:30 & 36
Plain Cement Concrete 1:2:4 Mix (one part cement, two part M- 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Pitchaikani (BID ID -1371968)
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finance_678175.pdf
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