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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC L1 Accepted | |
| 2 | L2₹2.5 L+₹2,159 (0.86%)Rejected-AOC | L2 | Rejected-AOC L2 Rejected | |
| 3 | L3₹2.6 L+₹8,273.02 (3.30%)Rejected-AOC | L3 | Rejected-AOC L3 Rejected | |
| 4 | L4₹2.6 L+₹9,856 (3.93%)Rejected-AOC | L4 | Rejected-AOC L4 Rejected | |
| 5 | L5₹2.8 L+₹26,644 (10.6%)Rejected-AOC | L5 | Rejected-AOC L5 Rejected |
| Sl No | Description | Qty | Unit | chandrasekaran L3 | MOHANRAJ P L5 | THILAGAVATHI . S L4 | KALAIVANIANDCO L2 | PALANISAMY S L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Supply and Delivery of 2000 ltr capacity of HDPE Water tank | 1 | No | 17,833 ₹17,833 | 18,100 ₹18,100 | 16,000 ₹16,000 Lowest | 17,495 ₹17,495 | 17,000 ₹17,000 |
| 2.00 | Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff block cotton hard red earth murrains, gravel, stony earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification (ss 20B) | 85 | m3 | 250.59 ₹21,300.15 | 220 ₹18,700 | 150 ₹12,750 Lowest | 245 ₹20,825 | 240 ₹20,400 |
| 3.00 | Supply and Delivery of 50 mm PVC 6 kg /cm2 Pipe | 200 | Rm | 44.74 ₹8,948 | 100 ₹20,000 | 145 ₹29,000 | 43 ₹8,600 Lowest | 45 ₹9,000 |
| 4.00 | Lowering PVC rigid pipes and specials to trench and laying to proper gradient and alignment jointing with PVC couplers with cement paste and testing to the required pressure including conveyance of water for filling during testing etc., complete complying with standard specification. | 200 | Rm | 22.35 ₹4,470 | 25 ₹5,000 | 20 ₹4,000 Lowest | 21 ₹4,200 | 21 ₹4,200 |
| 5.00 | Refilling with excavated excess earth work including all labour charges etc., complete complying with standard specification. | 81 | m3 | 43.55 ₹3,527.55 | 45 ₹3,645 | 40 ₹3,240 Lowest | 40 ₹3,240 Lowest | 41 ₹3,321 |
| 6.00 | Cement Concrete 1:4:8 mix (One Cement and Four Sand and Eight aggregate) including cost and using 40mm metal including Cost and Conveyance of all materials to site and all labour charges etc., complete complying with standard specification. | 1 | m3 | 5,320.8 ₹5,320.8 | 4,000 ₹4,000 Lowest | 5,450 ₹5,450 | 5,210 ₹5,210 | 5,000 ₹5,000 |
| 7.00 | 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. specifications. | 5 | m3 | 6,034.31 ₹30,171.55 | 7,000 ₹35,000 | 5,500 ₹27,500 Lowest | 5,910 ₹29,550 | 5,700 ₹28,500 |
| 8.00Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spaced at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86. | ||||||||
| 8.01 | Below 1.00 mtr Height | 10 | m2 | 464.61 ₹4,646.1 | 800 ₹8,000 | 475 ₹4,750 | 455 ₹4,550 | 435 ₹4,350 Lowest |
| 8.02 | Above 1.00 mtr Height | 6 | m2 | 929.22 ₹5,575.32 | 800 ₹4,800 Lowest | 850 ₹5,100 | 910 ₹5,460 | 870 ₹5,220 |
Tender Value
₹3.5 L
EMD Value
₹7,000
Closing Date
22 Sept 2026, 3:00 pmClosed
Executive Officer Vellottamparappu Town Panchayat
Executive Officer Vellottamparappu Town Panchayat office
Supply And Erection of Submersibles Pump and supply and Providing Sintex Tank 2000 Lit at Ward No 2 Vellottamparappu in Vellottamparappu Town Panchayat
2026_DTP_700316_1
60/2026
Open Tender
Civil Works
Works
180 days
Vellottamparappu Town Panchayat Limit
Please Refer Tender Documents
1 document required · 1 mandatory
₹0
₹7,000
29 Sept 2026
1 Sept 2026
22 Sept 2026
1 Sept 2026
22 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supply and Delivery of 2000 ltr capacity of HDPE Water tank | 1 | No | - | - |
| 2 | Earth work excavation and depositing on bank with initial lead of 10 meters and initial lift of 2 meters in hard stiff block cotton hard red earth murrains, gravel, stony earth mixed with small size boulders and hard gravel soil etc., complete as per standard specification (ss 20B) | 85 | m3 | - | - |
| 3 | Supply and Delivery of 50 mm PVC 6 kg /cm2 Pipe | 200 | Rm | - | - |
| 4 | Lowering PVC rigid pipes and specials to trench and laying to proper gradient and alignment jointing with PVC couplers with cement paste and testing to the required pressure including conveyance of water for filling during testing etc., complete complying with standard specification. | 200 | Rm | - | - |
| 5 | Refilling with excavated excess earth work including all labour charges etc., complete complying with standard specification. | 81 | m3 | - | - |
| 6 | Cement Concrete 1:4:8 mix (One Cement and Four Sand and Eight aggregate) including cost and using 40mm metal including Cost and Conveyance of all materials to site and all labour charges etc., complete complying with standard specification. | 1 | m3 | - | - |
| 7 | 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. specifications. | 5 | m3 | - | - |
| 8Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spaced at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86. | |||||
| 8.01 | Below 1.00 mtr Height | 10 | m2 | - | - |
| 8.02 | Above 1.00 mtr Height | 6 | m2 | - | - |
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