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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.2 LAdmitted-Finance NO 1 120 FIRST STREET SANIPOONDI VILLAGE TIRUVANNAMALAI TALUK DISTRICT TAMIL NADU 606 755 | TIRUVANNAMALAI | TIRUVANNAMALAI | TAMIL NADU | 606755 | ₹65.2 L | L1 | Admitted-Finance |
| 2 | L2₹65.7 LAdmitted-Finance | ₹65.7 L | L2 | Admitted-Finance |
| 3 | L3₹67.9 LAdmitted-Finance | ₹67.9 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s MSK Construction L1 | M N NAIDU CONSTRUCTIONS L2 | CHINTHADA VENKATA RAO L3 |
|---|---|---|---|---|---|---|
| 1.00 | Documentation i.e., preparation of Auto cad drawing, taking existing levels with total station and numbering to the existing stones of uneven ancient flooring before removal and relaying including Cost of materials, labour charges and all other applicable charges and taxes etc., complete as directed by the site in charge. | 1,147.6 | Sq.m | 50 ₹57,380 | 260 ₹3.0 L | 50.46 ₹57,907.90 |
| 2.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 Sq.m on plan including getting out and disposal of excavated earth up to 50 m and lift up to 1.5m, etc., complete as directed by the site in charge. | 264.52 | Cu.m | 700 ₹1.9 L | 376 ₹99,459.52 | 702.6 ₹1.9 L |
| 3.00 | Removal of existing uneven and sunken ancient stone flooring of 0.325m (avg.) thickness and stacking stones carefully for reuse including cost of materials and labour charges etc., complete as directed by the site in charge. | 264.52 | Cu.m | 2,000 ₹5.3 L | 3,333 ₹8.8 L | 1,806 ₹4.8 L |
| 4.00 | Laying of Brick jelly Lime concrete (1:2:4) (1 lime : 2 Sand: 4 Brick aggregate of size 20mm.) with 0.10m thick around the main shrine to prevent penetration of rainwater in to the foundation including cost of materials, labour charges and all other applicable charges & taxes etc., complete as directed by the site in charge. | 88.17 | Cu.m | 9,970.39 ₹8.8 L | 12,000 ₹10.6 L | 9,460 ₹8.3 L |
| 5.00 | Providing sand cushion of 0.10m. thick to maintain uniform level before relaying of ancient flooring including cost of materials, labour charges and all other applicable charges & taxes etc., complete as directed by the site in charge. | 88.17 | Cu.m | 4,800 ₹4.2 L | 3,000 ₹2.6 L | 4,560 ₹4.0 L |
| 6.00 | Relaying of ancient stone flooring (70% old stones and 30% new stones as per the requirement) of thick 0.325m.(avg.) over sand bed using with lime mortar1:2 (1 lime:2 sand) including cost of materials, labour charges and all other applicable charges & taxes etc., complete as directed by the site in charge. | 264.52 | Cu.m | 15,150 ₹40.1 L | 11,000 ₹29.1 L | 16,440 ₹43.5 L |
| 7.00 | Pointing to Ancient flooring after relaying with Lime Mortar (1:2) including Cost of Material, Labour charges and all other applicable charges & taxes etc., complete as directed by the site in charge. | 881.71 | Sq.m | 500 ₹4.4 L | 1,200 ₹10.6 L | 546 ₹4.8 L |
Tender Value
₹67.4 L
EMD Value
₹1.7 L
Closing Date
26 Mar 2026, 11:00 amClosed
SA, ASI, Amaravati Circle, Vijayawada
Aurobindo Plaza,6-134/1, Kanuru Main Road, Kanuru, Vijayawada -520007 (A.P.)
As per Tender document
2026_ASI_901392_1
55/NIT/2025-26/Amaravati/ Kakinada sub Circle
Open Tender
Civil Works
120 days
Samarlakota, A.P
As per Tender document
3 documents required · 3 mandatory
₹0
₹1.7 L
Yes
12 May 2026
6 Mar 2026
27 Mar 2026
6 Mar 2026
26 Mar 2026
6 Mar 2026
Documentation i.e., preparation of Auto cad drawing, taking existing levels with total station and numbering to the existing stones of uneven ancient flooring before removal and relaying including Cost of materials, labour charges and all other applicable charges and taxes etc., complete as directed by the site in charge.
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 Sq.m on plan including getting out and disposal of excavated earth up to 50 m and lift up to 1.5m, etc., complete as directed by the site in charge.
Removal of existing uneven and sunken ancient stone flooring of 0.325m (avg.) thickness and stacking stones carefully for reuse including cost of materials and labour charges etc., complete as directed by the site in charge.
Laying of Brick jelly Lime concrete (1:2:4) (1 lime : 2 Sand: 4 Brick aggregate of size 20mm.) with 0.10m thick around the main shrine to prevent penetration of rainwater in to the foundation including cost of materials, labour charges and all other applicable charges & taxes etc., complete as directed by the site in charge.
Providing sand cushion of 0.10m. thick to maintain uniform level before relaying of ancient flooring including cost of materials, labour charges and all other applicable charges & taxes etc., complete as directed by the site in charge.
Relaying of ancient stone flooring (70% old stones and 30% new stones as per the requirement) of thick 0.325m.(avg.) over sand bed using with lime mortar1:2 (1 lime:2 sand) including cost of materials, labour charges and all other applicable charges & taxes etc., complete as directed by the site in charge.
Pointing to Ancient flooring after relaying with Lime Mortar (1:2) including Cost of Material, Labour charges and all other applicable charges & taxes etc., complete as directed by the site in charge.
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