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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | ₹10.7 L | L1 | Accepted-AOC Bid Value Amount is Less |
| 2 | L2₹10.9 LRejected-Finance | ₹10.9 L | L2 | Rejected-Finance Bid Value Amount is Above |
| 3 | Rejected-Technical KANCHIPURAM | TAMIL NADU | 600069 | - | - | Rejected-Technical Not Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Responsive |
| Sl No | Description | Qty | Unit | K.C.Bose L2 | RK Constructors L1 |
|---|---|---|---|---|---|
| 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. | 95 | M3 | 220 ₹20,900 | 197 ₹18,715 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Cement, Four Fine Aggregate 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(TNBP No.28). | 32 | M3 | 5,550 ₹1.8 L | 5,493 ₹1.8 L |
| 3.00 | Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. for Drain wall centering and Culvert Slab Centering complete complying with standard specification. TNDSS NO: 30&86 | 562 | M2 | 580 ₹3.3 L | 575 ₹3.2 L |
| 4.00 | Plain Cement Concrete 1:2:4 Mix (one part cement, two part 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. | 79 | M3 | 6,900 ₹5.5 L | 6,827 ₹5.4 L |
| 5.00 | Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete. | 106 | M2 | 205 ₹21,730 | 170 ₹18,020 |
Tender Value
₹13 L
EMD Value
₹13,000
Closing Date
23 Jan 2026, 3:00 pmClosed
Executive Officer
Boothipuram Town Panchayat
Construction of Strom Water Drain at Ward-01 Kottaimettu Street (Chinnamalpuram East side Cross Street I), Ward-01 Kottaimettu Street (Chinnamalpuram North side Cross Street I), and Ward-04 Oorkalappan Kovil North Cross Street II in Boothipuram Town
2026_DTP_644437_1
295/2025
Open Tender
Civil Works - Others
180 days
Boothipuram Town Panchayat
As per Tender Document
3 documents required · 3 mandatory
₹0
₹13,000
Yes
Boothipuram Town Panchayat
23 Jan 2026
19 Jan 2026
23 Jan 2026
19 Jan 2026
23 Jan 2026
19 Jan 2026
19 Jan 2026 - 20 Jan 2026
20 Jan 2026
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 Cement, Four Fine Aggregate 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(TNBP No.28).
Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. for Drain wall centering and Culvert Slab Centering complete complying with standard specification. TNDSS NO: 30&86
Plain Cement Concrete 1:2:4 Mix (one part cement, two part 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.
Finishing the top of flooring with granothatic flooring with cement concrete 1:2:4 (one cement, two sand and four aggrigate) using 10 to 12mm stone chips – 25mm tk etc., Complete.
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