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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | ₹4.9 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹5.6 LRejected-Finance | ₹5.6 L | L2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | R.Ashok Kumar L1 | M KULANTHAISAMY L2 |
|---|---|---|---|---|---|
| 1.00 | Supply and delivery of following pipe pipe line materials(with ISI mark) etc complete. 32 mm GI pipe with B class | 24 | m | 287 ₹6,888 | 950 ₹22,800 |
| 2.00 | 32mm dia G.I Elbow | 40 | Nos | 100 ₹4,000 | 200 ₹8,000 |
| 3.00 | 32mm G.I Capling | 40 | Nos | 65 ₹2,600 | 150 ₹6,000 |
| 4.00 | 32mm dia G.I union | 10 | Nos | 187 ₹1,870 | 187 ₹1,870 |
| 5.00 | 32mm G.M Gate valve | 10 | Nos | 1,039 ₹10,390 | 2,500 ₹25,000 |
| 6.00 | 20mm GI pipe with coupler medum class | 10 | m | 140 ₹1,400 | 140 ₹1,400 |
| 7.00 | 20mmG.I Coupling | 30 | Nos | 26 ₹780 | 26 ₹780 |
| 8.00 | 20mm CICP Tap | 30 | Nos | 230 ₹6,900 | 230 ₹6,900 |
| 9.00 | 1000liter H.D.P.E water tank with ISI mark (1270/1996) | 10 | Nos | 8,435 ₹84,350 | 8,435 ₹84,350 |
| 10.00 | Earth work excavating and deposting on bank with initial lead of 10m& intial lift of 2m in hard stiff clay, stiff black cotton, hard red earth shales ,murram, gravel, stoney earth mixed with small size boulders etc completed as per std specification. | 7.36 | m3 | 246 ₹1,810.41 | 246 ₹1,810.41 |
Tender Value
₹6 L
EMD Value
₹12,000
Closing Date
4 Mar 2026, 3:00 pmClosed
Executive Officer
TP Office, Pennagaram
GF 2025 26 Providing 10 Nos Mini Tank with Pipe line at Ward No 1 2 3 8 14 and 16 in Pennagaram Town Panchayat
2026_DTP_668762_1
547/2025-2/A1
Open Tender
Water Supply/Equipments/Meter/Drilling/Boring
Pennagaram TP Limit
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹12,000
14 Mar 2026
28 Feb 2026
4 Mar 2026
28 Feb 2026
4 Mar 2026
28 Feb 2026
Supply and delivery of following pipe pipe line materials(with ISI mark) etc complete. 32 mm GI pipe with B class
32mm dia G.I Elbow
32mm G.I Capling
32mm dia G.I union
32mm G.M Gate valve
20mm GI pipe with coupler medum class
20mmG.I Coupling
20mm CICP Tap
1000liter H.D.P.E water tank with ISI mark (1270/1996)
Earth work excavating and deposting on bank with initial lead of 10m& intial lift of 2m in hard stiff clay, stiff black cotton, hard red earth shales ,murram, gravel, stoney earth mixed with small size boulders etc completed as per std specification.
Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 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 as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Brick work in cement motor 1:5 mix(one cement and five sand) using 2nd class country brick of size 9"x41/2"x3" including curing finishing and cost and conveyance of materials and labour charge etc complete as per std specification.
Plastering Cemend mortor 1:5 mix (one cement and five sand) 12mm thick including cost and conveyanace of materials and labour charge etc completed as per std specification.
Cement paint two coats of approved colour and quality including preparation of plastering wall surface , finishing neatly and all other labour ,materials cost etc complete as per std specification.
Earthwork excavation and depositing on banks with as initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth, earth mixed with small sized boulders and hard gravelly soil to a depth of 1.10m and 0.80m width as per SS 20 B-for pipeline and all other incidental charges etc., complete as per standard specifications and as directed by the Engineer.
Supplying and conveying of 32mm dia in size of HDPE pipes to site confirming to specifications as per IS 8329:2000 for standard length including cost of pipe, testing charges at factory, labour charges for loading, unloading and stacking at site and all other incidental charges etc., complete as per standard specifications and as directed by the Engineer. PN 6
Lowering of 32mm dia HDPE pipes and specials in the trenches and laying to proper grade and alignment and as directed by the officers.
Refilling the pipeline trenches with excavated earth for 125mm dia HDPE Pipe complying with standard specifications.
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