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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance | ₹1.1 Cr | L1 | Accepted-Finance LOW RATE |
| 2 | L2₹1.1 Cr+₹2.3 L (2.23%)Rejected-Finance | ₹1.1 Cr+₹2.3 L (2.23%) | L2 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | N.KARUPPUCHAMY L1 | H MOHAMED RASMI CONTRACTOR HMR CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00Part 1 : Construction of Drainage with Culvert At 10th ward Photo Kadai Ramu House to Saanthusayabu Thoppu End, Mayappan House to SBL Workshop Via Kolumpam Main Road, North Cross Street 2,3,4 And East 3rd Street And 11th Ward Kullipatti Thottiyar South Street 1,Thottiyar East Cross Street 1,2,3,4,5 And 15th Ward Lakshmi Temple to Karuppusamy Temple End And 12th Ward Police sation to Karadikudam union End in Neikkarapatti Town Panchayat. | |||||
| 2.00 | Earth work excavation for Picking in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 1,907 | m3 | 184 ₹3,50,888 Lowest | 215 ₹4,10,005 |
| 3.00 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part 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. | 274 | m3 | 5,039.53 ₹13,80,831.22 Lowest | 5,075 ₹13,90,550 |
| 4.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton | 6,600 | m3 | 459.89 ₹30,35,274 Lowest | 475 ₹31,35,000 |
| 5.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part 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. | 822 | m2 | 6,489 ₹53,33,958 Lowest | 6,530 ₹53,67,660 |
| 6.00 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) | 1,040 | m3 | 89.88 ₹93,475.2 Lowest | 110 ₹1,14,400 |
| 7.00 | Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part M. sand and three part of aggregate)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 but excluding cost of reinforcement etc. Complete with std. Specifications.(Using Vibrator) TNDSS NO: 30 V, VI (S3), VII-3. | 13 | m3 | 8,764 ₹1,13,932 Lowest | 8,850 ₹1,15,050 |
| 8.00 | Finishing the top of flooring with granothitic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 1,228 | m2 | 157 ₹1,92,796 Lowest | 165 ₹2,02,620 |
Tender Value
₹1.3 Cr
EMD Value
₹1.3 L
Closing Date
16 Jun 2025, 3:00 pmClosed
EXECUTIVE OFFICER NEIKKARAPATTI TOWN PANCHAYAT DIN
EXECUTIVE OFFICER NEIKKARAPATTI TOWN PANCHAYAT DINDIGUL DISTRICT
Construction of Drainage with Culvert At 10th ward Photo Kadai Ramu House to Saanthusayabu Thoppu End, Mayappan House to SBL Workshop Via Kolumpam Main Road, North Cross Street 2,3,4 And East 3rd Street And 11th Ward Kullipatti Thottiy
2025_DTP_558982_2
DRAINAGE WITH CULVERT NEIKKARAPATTI TOWN PANCHAYAT
Open Tender
Civil Works - Buildings
Item Rate
180 days
EXECUTIVE OFFICER NEIKKARAPATTI TOWN PANCHAYAT DIN
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹1.3 L
Yes
7 Nov 2025
12 Jun 2025
16 Jun 2025
12 Jun 2025
16 Jun 2025
12 Jun 2025
Amount
Part 1 : Construction of Drainage with Culvert At 10th ward Photo Kadai Ramu House to Saanthusayabu Thoppu End, Mayappan House to SBL Workshop Via Kolumpam Main Road, North Cross Street 2,3,4 And East 3rd Street And 11th Ward Kullipatti Thottiyar South Street 1,Thottiyar East Cross Street 1,2,3,4,5 And 15th Ward Lakshmi Temple to Karuppusamy Temple End And 12th Ward Police sation to Karadikudam union End in Neikkarapatti Town Panchayat.
Earth work excavation for Picking in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification.
Plain Cement Concrete 1:4:8 Mix (one part cement, four part 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 for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton
Plain Cement Concrete 1:2:4 Mix (one part cement, two part 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.
Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)
Reinforced Cement Concrete 1:1½:3 Mix (One part cement, one and half part M. sand and three part of aggregate)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 but excluding cost of reinforcement etc. Complete with std. Specifications.(Using Vibrator) TNDSS NO: 30 V, VI (S3), VII-3.
Finishing the top of flooring with granothitic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
H MOHAMED RASMI CONTRACTOR HMR CONSTRUCTIONS (BID ID -1368126)
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