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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.8 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹11.1 L+₹32,121 (2.97%)Rejected-Finance | L2 | Rejected-Finance HIGHEST BIDDER |
| Sl No | Description | Qty | Unit | MATHI RAMAIYA L1 | SULTHAN ABDUL KADER L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 160 | CUM | 205 ₹32,800 Lowest | 205 ₹32,800 Lowest |
| 2.00 | Supply delivery and filling of River Sand in layer of not more than 10 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand to Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification | 16 | CUM | 2,175 ₹34,800 Lowest | 2,175 ₹34,800 Lowest |
| 3.00 | Cement Conceret 1:4:8 (One Cement four sand and eight aggregate) using 40mm hard broken granite stone jelly for foundation including dewatering and wherever necessary laying in layers of 15cm thick and consolidated and curing complying with standard specification and as directed by the departmental officers etc., complete.- | 16 | CUM | 5,979 ₹95,664 Lowest | 5,979 ₹95,664 Lowest |
| 4.00Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38 | |||||
| 4.01 | Side Wall | 15 | SQM | 494 ₹7,410 Lowest | 494 ₹7,410 Lowest |
| 5.00 | Plain Cement Concrete 1:2:4(one cement,two sand, four 'aggregate) using 20mm gauge hand broken granite stone jelly for WEARING COAT including laying to the required thickness and finising the top smooth etc., complete | 2 | CUM | 7,308 ₹14,616 Lowest | 7,308 ₹14,616 Lowest |
| 6.00Supply of NP3 Class RCC Pipe conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications. 600MM | |||||
| 6.01 | 600mm dia NP3 RCC Pipe | 160 | RM | 3,166 ₹5,06,560 Lowest | 3,166 ₹5,06,560 Lowest |
| 7.00 | THE RATES FOR EARTH WORK EXCAVATION AND REFILLING FOR PIPE LINE WORKS HAVING BED WIDTH OF 1.25M AND BELOW ON LINEAR MEASUREMENT BASIS PVC/ HDPE/ GRP REFILLING | 96 | RM | 205 ₹19,680 Lowest | 205 ₹19,680 Lowest |
| 8.00 | Dismantling Hard rock measured in solid including blasting & stacking | 249 | CUM | 871 ₹2,16,879 Lowest | 1,000 ₹2,49,000 |
Tender Value
₹13.2 L
EMD Value
₹13,200
Closing Date
16 May 2025, 3:00 pmClosed
Commissioner
Municipal office Adirampattinam
NNT 2024-25 Construction of Storm Water Drain in ward .3,4, Mannappankulam keelpuram,Saltline road in Adirampattinam Municipality
2025_MAWS_556814_1
224-4/2024/E1
Open Tender
Civil Works - Others
Lump-sum
90 days
Municipal office Adirampattinam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹13,200
5 Nov 2025
12 May 2025
16 May 2025
12 May 2025
16 May 2025
12 May 2025
Amount
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Supply delivery and filling of River Sand in layer of not more than 10 cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyence of sand to Site and all labour charges and all other incidential charges etc,. complete as per Standard Specification
Cement Conceret 1:4:8 (One Cement four sand and eight aggregate) using 40mm hard broken granite stone jelly for foundation including dewatering and wherever necessary laying in layers of 15cm thick and consolidated and curing complying with standard specification and as directed by the departmental officers etc., complete.-
Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - 10 m 2 (P & D)Data 38
Side Wall
Plain Cement Concrete 1:2:4(one cement,two sand, four 'aggregate) using 20mm gauge hand broken granite stone jelly for WEARING COAT including laying to the required thickness and finising the top smooth etc., complete
Supply of NP3 Class RCC Pipe conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications. 600MM
600mm dia NP3 RCC Pipe
THE RATES FOR EARTH WORK EXCAVATION AND REFILLING FOR PIPE LINE WORKS HAVING BED WIDTH OF 1.25M AND BELOW ON LINEAR MEASUREMENT BASIS PVC/ HDPE/ GRP REFILLING
Dismantling Hard rock measured in solid including blasting & stacking
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Supplying and laying Rubberised interlocking Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with sand cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, sand cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. 35%
SULTHAN ABDUL KADER (BID ID -1340978)
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