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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | I₹4.9 LAccepted-AOC | I | Accepted-AOC Accept | |
| 2 | II₹5.2 LRejected-Finance 9 56F SURVEY NO 1940 1C PERUNGUDI PART II VILLAGE KAVALKINARU PANCHAYAT RADHAPURAM TALUK TIRUNELVELI DIST | II | Rejected-Finance LII | |
| 3 | III₹5.3 LRejected-Finance | III | Rejected-Finance LIII | |
| 4 | IV₹5.3 LRejected-Finance | IV | Rejected-Finance LIV | |
| 5 | V₹5.4 LRejected-Finance | V | Rejected-Finance LV |
| Sl No | Description | Qty | Unit | Asokan K L6 | Rajan L2 | ARUL SELVAN L1 | Chandrasekhar C L3 | D.P.HARIDHAS, WORKS CONTRACT L4 | Justin Anbaiyan L5 |
|---|---|---|---|---|---|---|---|---|---|
| 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,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNDSS No.23,24 ). | 99 | Cum | 100 ₹9,900 Lowest | 211 ₹20,889 | 197 ₹19,503 | 197.22 ₹19,524.78 | 212.34 ₹21,021.66 | 210 ₹20,790 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate Crushed Stone Sand and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement 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(TNDSS No.28). | 17 | Cum | 4,600 ₹78,200 | 4,339.28 ₹73,767.76 | 4,082 ₹69,394 | 4,376 ₹74,392 | 4,366.55 ₹74,231.35 | 3,630 ₹61,710 Lowest |
| 3.00 | Supplying and erecting centering for sides and soffits includingfor 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. TNDSS No.30 &86 - A) WITH OUT STRUTTING (PCC Work) | 286 | Sqm | 300 ₹85,800 | 391.22 ₹1,11,888.92 | 368 ₹1,05,248 | 400 ₹1,14,400 | 393.66 ₹1,12,586.76 | 270 ₹77,220 Lowest |
| 4.00 | Plain Cement Concrete 1:3:6 mix (One part of Cement, Three part of Fine Aggregate and Six part of Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement 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) | 51 | Cum | 5,800 ₹2,95,800 | 4,564.49 ₹2,32,788.99 | 4,298 ₹2,19,198 Lowest | 4,620.48 ₹2,35,644.48 | 4,593 ₹2,34,243 | 5,260 ₹2,68,260 |
| 5.00 | 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) | 150 | Kg | 83 ₹12,450 | 73.56 ₹11,034 | 71.9 ₹10,785 Lowest | 71.9 ₹10,785 Lowest | 73.95 ₹11,092.5 | 100 ₹15,000 |
| 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 - | 1.5 | Cum | 6,200 ₹9,300 Lowest | 6,821 ₹10,231.5 | 6,734 ₹10,101 | 7,126.72 ₹10,690.08 | 6,863.79 ₹10,295.69 | 6,950 ₹10,425 |
| 7.00 | Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications | 278 | Sqm | 200 ₹55,600 Lowest | 227.2 ₹63,161.6 | 214 ₹59,492 | 217.76 ₹60,537.28 | 228.64 ₹63,561.92 | 300 ₹83,400 |
Tender Value
₹8 L
EMD Value
₹8,000
Closing Date
30 Sept 2025, 3:00 pmClosed
Executive Officer
Arumanai Town Panchayat
Construction of Drainage and Culvert of Marappadi Madam road in Arumanai TP
2025_DTP_606682_1
353/2025/A1-2
Open Tender
Civil Works
Lump-sum
180 days
Arumanai
Class V
2 documents required · 2 mandatory
₹0
₹8,000
24 Oct 2025
19 Sept 2025
30 Sept 2025
19 Sept 2025
30 Sept 2025
19 Sept 2025
19 Sept 2025 - 30 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,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNDSS No.23,24 ).
Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate Crushed Stone Sand and Eight Coarse Aggregate) Using 40mm ISS HBG metal for foundation and basement 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(TNDSS No.28).
Supplying and erecting centering for sides and soffits includingfor 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. TNDSS No.30 &86 - A) WITH OUT STRUTTING (PCC Work)
Plain Cement Concrete 1:3:6 mix (One part of Cement, Three part of Fine Aggregate and Six part of Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement 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, 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)
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 -
Plastering with cement mortar 1:5 (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm, thick in all floors including cost and conveyance of all materilas to site and labour charges etc,complete as per standard specifications
Rajan (BID ID -1474280)
Chandrasekhar C (BID ID -1476360)
D.P.HARIDHAS, WORKS CONTRACT (BID ID -1475802)
Justin Anbaiyan (BID ID -1474251)
Asokan K (BID ID -1475645)
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