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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC 2 10 SIVAGANGAI MAIN ROAD VARICHIYUR POST MADURAI 20 | MADURAI | TAMIL NADU | 625001 | ₹1.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.1 Cr+₹31,227 (0.27%)Rejected-AOC | ₹1.1 Cr+₹31,227 (0.27%) | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | N.S CONSTRUCTIONS L2 | M/s.S.K.Constructions L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 266 | m3 | 134 ₹35,644 | 131.5 ₹34,979 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of M- 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. | 89 | m3 | 5,545 ₹4,93,505 | 5,542 ₹4,93,238 Lowest |
| 3.00Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | |||||
| 3.01 | side | 3,403 | m2 | 330 ₹11,22,990 | 326 ₹11,09,378 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed 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. | 341 | m3 | 6,836 ₹23,31,076 | 6,833 ₹23,30,053 Lowest |
| 5.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 570 | m3 | 2,493 ₹14,21,010 | 2,490.5 ₹14,19,585 Lowest |
| 6.00 | Supplying and laying Precast Designer Paver Block confirming to IS 1568-2006 specification manufacturing and laying standard of M40 grade 83mm thick (table clauses 5 and 9.14) suitable for bus terminals ,industrial complexes, road on expensive soils etc., including the cost of paver block of size 225mm x 12.50 mm x 83mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over Stone dust of 100mm thick (excluding the cost of M- Sand) conveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the M- Sand to paver block etc., complete ISI 15658-2006. | 5,694 | m2 | 1,051 ₹59,84,394 | 1,048.5 ₹59,70,159 Lowest |
Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
23 Jan 2026, 3:00 pmClosed
Executive Officer
Town Panchayat Kelamangalam
Providing Paver Block at Ward No.1 Jeeva Nagar 3 Cross,Jeeva Nagar 11 Cross, Jeeva Nagar 12 Cross,Jeeva Nagar 13 Cross,Ward No.3 Anna Nagar 11 Cross,Nehru Nagar 10 Cross Street,Nehru Nagar 5 Cross Street,Ward No.5 RayaKottai Road 3 Cross,RayaKottai R
2026_DTP_641874_1
08/2026/HC
Open Tender
Civil Works
Works
180 days
Kelamangalam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.4 L
Yes
Kelamangalam
24 Jan 2026
10 Jan 2026
23 Jan 2026
10 Jan 2026
23 Jan 2026
10 Jan 2026
14 Jan 2026
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of M- 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.
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed 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.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with waterat OMC in mechnanical mix plant carriage of mixed material by tipper to site laying inuniform layers with paver sin Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
Supplying and laying Precast Designer Paver Block confirming to IS 1568-2006 specification manufacturing and laying standard of M40 grade 83mm thick (table clauses 5 and 9.14) suitable for bus terminals ,industrial complexes, road on expensive soils etc., including the cost of paver block of size 225mm x 12.50 mm x 83mm and conveyance of materials to work site mentioned in the tender schedule cost of loading and unloading handling during over Stone dust of 100mm thick (excluding the cost of M- Sand) conveyance paver block cutter to site and hire charges of vibrators and block cutter operator and labour for leveling the M- Sand to paver block etc., complete ISI 15658-2006.
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