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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹37.4 L+₹75,636.82 (2.07%)Accepted-Finance CHENNAI | L2 | Accepted-Finance Accepted | |
| 3 | L3₹41.1 L+₹4.5 L (12.3%)Accepted-Finance | L3 | Accepted-Finance Accepted | |
| 4 | L4₹44.8 L+₹8.2 L (22.3%)Accepted-Finance | L4 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | Meenakshi Traders L3 | HM CONSTRUCTION L4 | RENU BUILDERS L1 | AADHAVAN ENTERPRISES L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 86 | M3 | 240 ₹20,640 | 280 ₹24,080 | 240 ₹20,640 | 200 ₹17,200 Lowest |
| 2.00 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of Above 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 17 | M3 | 240 ₹4,080 | 275 ₹4,675 | 280 ₹4,760 | 200 ₹3,400 Lowest |
| 3.00 | Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 17.9 | M3 | 550 ₹9,845 Lowest | 1,000 ₹17,900 | 1,150 ₹20,585 | 1,000 ₹17,900 |
| 4.00 | Bi-Axial Extruded Geogrids of Minimum Tensile Strength 20 kN/m in the longitudinal and transverse direction Sandwiched with geogrids 40x40x20N/mm of 3layers | 117.9 | M2 | 450 ₹53,055 | 700 ₹82,530 | 120 ₹14,148 | 100 ₹11,790 Lowest |
| 5.00 | Plain Cement Conceret 1:5:10 (One Cement five sand and Ten aggregate) using 40mm hard broken granite stone jelly for foundation including dewatering and wherever necessary laying in layers of 15cm thick and consolidated and curing complying with standard specification and as directed by the departmental officers etc., complete.- | 13 | M3 | 5,300 ₹68,900 | 6,150 ₹79,950 | 5,100 ₹66,300 | 5,000 ₹65,000 Lowest |
| 6.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed with surface Vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 37.4 | M3 | 1,450 ₹54,230 | 1,540 ₹57,596 | 385 ₹14,399 | 340 ₹12,716 Lowest |
| 7.00Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 425 kg/mᶾ and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). - M30 Grade | |||||||
| 7.10 | Foundation & Basement | 18 | M3 | 9,000 ₹1,62,000 | 9,500 ₹1,71,000 | 8,300 ₹1,49,400 | 8,000 ₹1,44,000 Lowest |
| 7.20 | Ground Floor | 21 | M3 | 9,000 ₹1,89,000 | 9,700 ₹2,03,700 | 8,300 ₹1,74,300 | 8,000 ₹1,68,000 Lowest |
| 7.30 | First Floor | 23 | M3 | 9,000 ₹2,07,000 | 9,800 ₹2,25,400 | 8,400 ₹1,93,200 | 8,000 ₹1,84,000 Lowest |
Tender Value
₹42.3 L
EMD Value
₹31,150
Closing Date
7 Oct 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE OFFICER
A/M Angalaparameshwari and Kasi Viswanathar Thirukoil, Choolai, Chennai
Construction of Annadhanakoodam, Belongs to A/M Angalaparameshwari and Kasi Viswanathar Thirukoil, Choolai, Chennai
2026_HRCE_703484_2
1767424/2025
Open Tender
Civil Works
Lump-sum
180 days
A/m Angalaparameshwari and Kasi Viswanathar Temple
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹31,150
Yes
23 Oct 2026
19 Sept 2026
7 Oct 2026
19 Sept 2026
7 Oct 2026
19 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 86 | M3 | 258.62 | ₹22,241.32 |
| 2 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of Above 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 17 | M3 | 282.33 | ₹4,799.61 |
| 3 | Supplying and filling in foundation, basement, etc with Sand Gravel mix in ratio of 1:3 in layers of not more than 15cm thick thoroughly mixed, well watered, rammed with surface vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 17.9 | M3 | 1,169.23 | ₹20,929.22 |
| 4 | Bi-Axial Extruded Geogrids of Minimum Tensile Strength 20 kN/m in the longitudinal and transverse direction Sandwiched with geogrids 40x40x20N/mm of 3layers | 117.9 | M2 | 121 | ₹14,265.9 |
| 5 | Plain Cement Conceret 1:5:10 (One Cement five sand and Ten aggregate) using 40mm hard broken granite stone jelly for foundation including dewatering and wherever necessary laying in layers of 15cm thick and consolidated and curing complying with standard specification and as directed by the departmental officers etc., complete.- | 13 | M3 | 5,549.24 | ₹72,140.12 |
| 6 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed with surface Vibrator and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 37.4 | M3 | 393.93 | ₹14,732.98 |
| 7Providing and laying in position, Standardised Concrete Mix M-30 Grade in accordance with IS:456-2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 425 kg/mᶾ and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m.) 7670 kg. of sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). - M30 Grade | |||||
| 7.1 | Foundation & Basement | 18 | M3 | 8,704.19 | ₹1,56,675.42 |
| 7.2 | Ground Floor | 21 | M3 | 8,656.85 | ₹1,81,793.85 |
| 7.3 | First Floor | 23 | M3 | 9,163.3 | ₹2,10,755.9 |
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