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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.2 LAccepted-AOC | 1 | Accepted-AOC aoc | |
| 2 | 2₹8.3 L+₹8,194 (1.00%)Rejected-Finance | 2 | Rejected-Finance reject | |
| 3 | 3₹8.4 L+₹23,990 (2.93%)Rejected-Finance CHENNIMALAI | CHENNIMALAI | ERODE | TAMIL NADU | 3 | Rejected-Finance reject | |
| 4 | 4₹8.4 L+₹24,865 (3.04%)Rejected-Finance | 4 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | K ARUNACHALAM L3 | SAKTHIASHOK S L1 | SREE VAGHAI CONSTRUCTION L4 | RAJA ASSOCIATES L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 B. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications. | 96 | M3 | 150 ₹14,400 | 115 ₹11,040 Lowest | 155 ₹14,880 | 123 ₹11,808 |
| 2.00 | 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. Complying with std. specifications. | 54 | M3 | 5,100 ₹2,75,400 | 5,040 ₹2,72,160 Lowest | 5,075 ₹2,74,050 | 5,080 ₹2,74,320 |
| 3.00Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86. | |||||||
| 4.00 | Below 1.00m | 140 | m2 | 500 ₹70,000 | 445 ₹62,300 Lowest | 495 ₹69,300 | 460 ₹64,400 |
| 5.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, three part M-sand and six part of aggrigate) 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 std. specifications. | 69 | m3 | 6,600 ₹4,55,400 | 6,490 ₹4,47,810 Lowest | 6,605 ₹4,55,745 | 6,530 ₹4,50,570 |
| 6.00 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) | 70 | m2 | 175 ₹12,250 | 155 ₹10,850 Lowest | 185 ₹12,950 | 158 ₹11,060 |
| 7.00 | Bitumen pad | 28 | m2 | 550 ₹15,400 | 525 ₹14,700 Lowest | 600 ₹16,800 | 532 ₹14,896 |
Tender Value
₹9.9 L
EMD Value
₹9,900
Closing Date
12 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Officer
Chennimalai Town Panchayat
Providing a CC road at ward no.9,Veerappaudaiyar street in Chennimalai Town Panchayat
2025_DTP_587146_1
508/2025-3
Open Tender
Civil Works
Works
180 days
Chennimalai Town Panchayat
asper norms
2 documents required · 2 mandatory
₹0
₹9,900
23 Aug 2025
31 Jul 2025
12 Aug 2025
31 Jul 2025
12 Aug 2025
31 Jul 2025
31 Jul 2025 - 12 Aug 2025
Amount
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 B. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.
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. Complying with std. specifications.
Supplying and erecting centering to sides and soffits including supports and strutting with necessary cross bracing for plain surface such as RCC slabs rectangular beams all beams lintels etc., centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per TNDSS NO : 30 & 86.
Below 1.00m
Plain Cement Concrete 1:2:4 Mix (one part cement, three part M-sand and six part of aggrigate) 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 std. specifications.
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
Bitumen pad
RAJA ASSOCIATES (BID ID -1425148)
K ARUNACHALAM (BID ID -1425167)
SREE VAGHAI CONSTRUCTION (BID ID -1426766)
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_701330.pdf
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details.html
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