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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-AOC | ₹22.1 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹22.7 L+₹54,644.38 (2.47%)Rejected-Finance | ₹22.7 L+₹54,644.38 (2.47%) | L2 | Rejected-Finance Second Lowest |
| 3 | L3₹25.2 L+₹3.1 L (14.0%)Rejected-Finance | ₹25.2 L+₹3.1 L (14.0%) | L3 | Rejected-Finance Third Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical Documents are not in order |
| 5 | Rejected-Technical | - | - | Rejected-Technical Documents are not in order |
| Sl No | Description | Qty | Unit | GANESHPRABHU CONSTRUCTION L3 | RAGHAVENDRA MUNISWAMY BHOVI L2 | NIJESH P B L1 |
|---|---|---|---|---|---|---|
| 1.00 | Carefully removing the damaged chain link fencing including angle posts and stacking the material within 50 m lead etc. complete. | 180 | RMT | 19,800 ₹23,364 | 12,780 ₹15,080.4 | 12,420 ₹14,655.6 Lowest |
| 2.00 | Careful dismantling and removing the existing damaged stone rubble masonry including disposal of unserviceable material within 50m lead etc. complete. | 40.5 | Cum. | 1,05,300 ₹1,24,254 | 97,200 ₹1,14,696 | 85,050 ₹1,00,359 Lowest |
| 3.00 | Earth work excavation for laying bed concrete with heavy stone boulders with earth lifting the stones (below 0.65 m from ground level) collecting and conveying the same to a far off place and levelling the excavated area etc. complete. | 105.3 | Cum. | 25,272 ₹29,820.96 | 15,268.5 ₹18,016.83 Lowest | 15,795 ₹18,638.1 |
| 4.00 | Sand filling to make the surface level for laying concrete including ramming and watering in layers to a depth of 5cm and levelling etc., Complete. | 8.1 | Cum. | 21,060 ₹24,850.8 | 16,362 ₹19,307.16 | 15,187.5 ₹17,921.25 Lowest |
| 5.00 | Laying of Plain cement concrete 1:3:6 using 40mm stone aggregate including consolidating, ramming, curing, all material and labour charges etc., . complete | 24.3 | Cum. | 1,82,250 ₹2,15,055 | 1,73,016 ₹2,04,158.88 | 1,70,100 ₹2,00,718 Lowest |
| 6.00 | Providing and constructing of RR stone masonry dwarf wall using rubble stone of size not less than 15 cm with proper alignment with cement mortar 1:6 including curing, all labour and material charges etc., complete | 107.2 | Cum. | 8,46,880 ₹9,99,318.4 | 7,93,172.8 ₹9,35,943.9 | 7,77,200 ₹9,17,096 Lowest |
| 7.00 | Pointing to the mortar joints of the RR stone masonry dwarf wall with cement mortar 1:3 including curing, all labour and material charges etc., complete. | 162 | Sq.M | 69,660 ₹82,198.8 | 63,180 ₹74,552.4 | 56,700 ₹66,906 Lowest |
| 8.00 | Providing coping on the top surface of the dwarf wall with PCC 1:2:4 using 20 mm stone aggregate with proper slope finishing the top and sides curing and fixing of equal angle iron post into the concrete. Complete. | 13 | Cum. | 1,06,600 ₹1,25,788 | 1,03,350 ₹1,21,953 | 1,01,400 ₹1,19,652 Lowest |
| 9.00 | Supplying and fixing equal angle 50 X 50 X 6 mm post and bent at right angle in opposite direction, drilling holes and fixing GI chain link fencing as per drawing attached. | 3,240 | Kg. | 4,60,080 ₹5,42,894.4 | 3,88,800 ₹4,58,784 Lowest | 3,88,800 ₹4,58,784 Lowest |
| 10.00 | Providing and fixing GI chain link fencing of required width in mesh of size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as per the drawing. | 216 | Sq.M | 2,57,040 ₹3,03,307.2 | 2,20,752 ₹2,60,487.36 | 2,16,000 ₹2,54,880 Lowest |
Tender Value
₹23.2 L
Closing Date
29 Jul 2026, 10:00 amClosed
The Superintending Archaeologist
Office of the Superintending Archaeologist, Archaeological Survey of India, Thrissur Circle, Puratattva Bhavan, FF 19 (a), KSHB Flats, Pullazhy, Thrissur-680 012
UPHA- Construction of Boundary wall at Kudakalluparambu, a prehistoric site, Chiramanangad, Thrissur (2025-26), Thrissur Dist., Kerala
2026_ASI_917786_1
08/TCR-KL/2026-27
Open Tender
Civil Works
Works
Kudakalluparambu, Chiramanangad
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
Exempted
11 Sept 2026
16 Jul 2026
30 Jul 2026
16 Jul 2026
29 Jul 2026
16 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Carefully removing the damaged chain link fencing including angle posts and stacking the material within 50 m lead etc. complete. | 180 | RMT | 71.18 | ₹12,812.4 |
| 2 | Careful dismantling and removing the existing damaged stone rubble masonry including disposal of unserviceable material within 50m lead etc. complete. | 40.5 | Cum. | 2,501.23 | ₹1,01,299.82 |
| 3 | Earth work excavation for laying bed concrete with heavy stone boulders with earth lifting the stones (below 0.65 m from ground level) collecting and conveying the same to a far off place and levelling the excavated area etc. complete. | 105.3 | Cum. | 154.34 | ₹16,252 |
| 4 | Sand filling to make the surface level for laying concrete including ramming and watering in layers to a depth of 5cm and levelling etc., Complete. | 8.1 | Cum. | 2,123.19 | ₹17,197.84 |
| 5 | Laying of Plain cement concrete 1:3:6 using 40mm stone aggregate including consolidating, ramming, curing, all material and labour charges etc., . complete | 24.3 | Cum. | 7,302.2 | ₹1,77,443.46 |
| 6 | Providing and constructing of RR stone masonry dwarf wall using rubble stone of size not less than 15 cm with proper alignment with cement mortar 1:6 including curing, all labour and material charges etc., complete | 107.2 | Cum. | 7,436.98 | ₹7,97,244.26 |
| 7 | Pointing to the mortar joints of the RR stone masonry dwarf wall with cement mortar 1:3 including curing, all labour and material charges etc., complete. | 162 | Sq.M | 392.02 | ₹63,507.24 |
| 8 | Providing coping on the top surface of the dwarf wall with PCC 1:2:4 using 20 mm stone aggregate with proper slope finishing the top and sides curing and fixing of equal angle iron post into the concrete. Complete. | 13 | Cum. | 8,013.99 | ₹1,04,181.87 |
| 9 | Supplying and fixing equal angle 50 X 50 X 6 mm post and bent at right angle in opposite direction, drilling holes and fixing GI chain link fencing as per drawing attached. | 3,240 | Kg. | 127.41 | ₹4,12,808.4 |
| 10 | Providing and fixing GI chain link fencing of required width in mesh of size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as per the drawing. | 216 | Sq.M | 1,035.3 | ₹2,23,624.8 |
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