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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | ₹6.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.1 LRejected-AOC | ₹7.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Munieswari L1 | SAGUNTHALA T L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). | 72 | Cum | 246 ₹17,712 | 250 ₹18,000 |
| 2.00 | Plain Cement Concrete 1:4:8 mix Using 40mm ISS HBG metal for foundation including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 12 | Cum | 6,427 ₹77,124 | 6,500 ₹78,000 |
| 3.00 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 | 224 | sqm | 459 ₹1.0 L | 600 ₹1.3 L |
| 4.00 | Plain Cement Concrete 1:2:4 mix (One part of Cement,Two part of Fine Aggregate and Four part of Coarse Aggregate) Using 20 mm ISS HBG metal for side wall including vibrating charges dewatering if found necessary and laid and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 54 | Cum | 7,877 ₹4.3 L | 7,900 ₹4.3 L |
| 5.00 | Supplying fabricating and placing in position of steel rods using M.S. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications. | 240 | KG | 89 ₹21,360 | 100 ₹24,000 |
| 6.00 | Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - | 3 | cum | 9,384 ₹28,152 | 9,450 ₹28,350 |
Tender Value
₹8.1 L
EMD Value
₹8,100
Closing Date
30 Sept 2025, 3:00 pmClosed
EXECUTIVE OFFICER
MANDAPAM TOWN PANCHAYAT
Construction Of Storm Water Drain at W-1 Meenaver kudiyeruppu in Mandapam Town Panchayat
2025_DTP_608582_7
MANDAPAM 15TH FINANCE 2025-2026
Open Tender
Civil Works
90 days
MANDAPAM TOWN PANCHAYAT
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹8,100
20 Dec 2025
27 Sept 2025
30 Sept 2025
27 Sept 2025
30 Sept 2025
27 Sept 2025
Amount
Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24).
Plain Cement Concrete 1:4:8 mix Using 40mm ISS HBG metal for foundation including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30
Plain Cement Concrete 1:2:4 mix (One part of Cement,Two part of Fine Aggregate and Four part of Coarse Aggregate) Using 20 mm ISS HBG metal for side wall including vibrating charges dewatering if found necessary and laid and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Supplying fabricating and placing in position of steel rods using M.S. or Ribbed Tor Steel including cost of binding wire, cost of labour charges for fabrication and placing in position etc. Complete. Complying with std. specifications.
Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone Sand (M- Sand), but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers -
SAGUNTHALA T (BID ID -1474082)
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