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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-AOC | L1 | Accepted-AOC Accepted |
| Sl No | Description | Qty | Unit | SHRI MEENATCHI ENTERPRISE L1 |
|---|---|---|---|---|
| 1.00 | Earthwork Excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 A TNDSS NO: 23&24VI (S2), VII 9,10 | 22 | m3 | 245.2 ₹5,394.4 Lowest |
| 2.00 | Plain Cement Concrete 1:4:8 mix ( One Part of Cement,Four Part of Sand and Eight Part of aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII | 4 | m3 | 5,341.52 ₹21,366.08 Lowest |
| 3.00 | Supplying 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 | 59 | m2 | 458 ₹27,022 Lowest |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (One Part of Cement Two Part of Sand and Four Part of Aggregate) 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 standard. specifications.. TNDSS NO: 24 | 9 | m3 | 6,071.25 ₹54,641.25 Lowest |
| 5.00 | Granolythic Floor Finishing using 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 standard. specifications.. TNDSS NO: 24 | 20 | m2 | 89.88 ₹1,797.6 Lowest |
| 6.00 | 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 | 24 | m3 | 8,325.65 ₹1,99,815.6 Lowest |
| 7.00 | Rubberised Interlocking Paver Block M40 grade Providing and Laying of 83 mm thick heigh strength type confiriming IS 15658 - 2006 of Rubberised Interlocking Paver Block in required size of mininmum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flumying bore pattern with approved nin - sticking surface in the top and the rate including levelling the base Stone dust cushion 100mm thick laying out the pavement cut the pieus to fit edge, vibrating pavers, sweeping transporting leading unloading as per standard specification. | 156 | m2 | 290.81 ₹45,366.36 Lowest |
Tender Value
₹4 L
EMD Value
₹4,000
Closing Date
25 Jun 2025, 3:00 pmClosed
Executive Officer, Kattuputhur
Executive Officer, Kattuputhur
Providing Paver Block Road with Drain at Ward No 13 ,North Muthuraja Street No 2 in kattuputhur Town Panchayat, Tiruchirapalli District.
2025_DTP_572874_1
101/2025-5
Open Tender
Civil Works
Works
Kattuputhur Town Panchayat
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹4,000
9 Oct 2025
23 Jun 2025
25 Jun 2025
23 Jun 2025
25 Jun 2025
23 Jun 2025
Amount
Earthwork Excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 A TNDSS NO: 23&24VI (S2), VII 9,10
Plain Cement Concrete 1:4:8 mix ( One Part of Cement,Four Part of Sand and Eight Part of aggregates) using 40 mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing, laying,consolidating and curing etc complete as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Supplying 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
Plain Cement Concrete 1:2:4 Mix (One Part of Cement Two Part of Sand and Four Part of Aggregate) 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 standard. specifications.. TNDSS NO: 24
Granolythic Floor Finishing using 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 standard. specifications.. TNDSS NO: 24
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
Rubberised Interlocking Paver Block M40 grade Providing and Laying of 83 mm thick heigh strength type confiriming IS 15658 - 2006 of Rubberised Interlocking Paver Block in required size of mininmum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flumying bore pattern with approved nin - sticking surface in the top and the rate including levelling the base Stone dust cushion 100mm thick laying out the pavement cut the pieus to fit edge, vibrating pavers, sweeping transporting leading unloading as per standard specification.
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