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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-Finance | ₹7.4 L | L1 | Accepted-Finance Low |
| 2 | L1₹7.4 LRejected-Finance | ₹7.4 L | L1 | Rejected-Finance High |
| Sl No | Description | Qty | Unit | SHRI BUILDERS L1 | R MURUGESAN L2 |
|---|---|---|---|---|---|
| 1.01 | 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(TNBP No.20B). | 41 | M3 | 263.7 ₹10,811.70 | 265.5 ₹10,885.50 |
| 2.00 | Plain Cement Concrete 1:4:8 mix (One Part Cement, Four Part Fine Aggregate and Eight Part 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). | 6 | M3 | 5,818.6 ₹34,911.60 | 5,819.5 ₹34,917 |
| 3.00Supplying 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 | |||||
| 3.01 | For Grade Beam | 33 | M2 | 525 ₹17,325 | 525.5 ₹17,341.50 |
| 3.02 | For Column | 49 | M2 | 1,302.1 ₹63,802.90 | 1,304.5 ₹63,920.50 |
| 3.03 | For Side wall | 50 | M2 | 525 ₹26,250 | 525.5 ₹26,275 |
| 4.00 | Cement concrete 1:1 1/2:3 (One Part cement, one and half Part M-sand and Three Part aggregate) using machine crushed 20mm gauge hard broken stone jelly for all RCC items of work excluding centering strutting, and reinforcement grills placed in position but including mixing concrete, laying and vibrations charges, curing, etc complete and including providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary etc. complete complying with standard specification (TNBP No:30) | 10 | M3 | 8,927 ₹89,270 | 8,927.5 ₹89,275 |
| 5.00 | Supplying, fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc. complete complying with standard specifications and as directed by the deparmental engineers. TNBP No:30 | 1,000 | Kgs | 91.8 ₹91,800 | 92.5 ₹92,500 |
| 6.00 | Brick Work in CM 1:5 (One part of cement & five parts of M- sand) mix using best quality sing new best II Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:31(Foundation and Basement) | 24 | M3 | 7,656.9 ₹1.8 L | 7,658.5 ₹1.8 L |
| 7.00 | Plastering with CM 1:5 (One part of cement & five parts of M-sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing, finishing etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:56&57 | 231 | M2 | 292.1 ₹67,475.10 | 292.5 ₹67,567.50 |
Tender Value
Refer Docs
EMD Value
₹18,000
Closing Date
9 Feb 2026, 3:00 pmClosed
Executive Officer Thammampatty Townpanchayat
Executive Officer Thammampatty Townpanchayat
General Fund 2025-2026 Construction of Compound wall at ward no 3 SF No 116 in Crematorium at Thammampatti Town Panchayat.
2026_DTP_646457_1
141-2021
Open Tender
Civil Works
60 days
Executive Officer Thammampatty Townpanchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹18,000
Yes
10 Mar 2026
23 Jan 2026
9 Feb 2026
23 Jan 2026
9 Feb 2026
23 Jan 2026
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(TNBP No.20B).
Plain Cement Concrete 1:4:8 mix (One Part Cement, Four Part Fine Aggregate and Eight Part 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 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
For Grade Beam
For Column
For Side wall
Cement concrete 1:1 1/2:3 (One Part cement, one and half Part M-sand and Three Part aggregate) using machine crushed 20mm gauge hard broken stone jelly for all RCC items of work excluding centering strutting, and reinforcement grills placed in position but including mixing concrete, laying and vibrations charges, curing, etc complete and including providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary etc. complete complying with standard specification (TNBP No:30)
Supplying, fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per design given including cost of steel and binding wire with all conveyance and lead charges in all floors etc. complete complying with standard specifications and as directed by the deparmental engineers. TNBP No:30
Brick Work in CM 1:5 (One part of cement & five parts of M- sand) mix using best quality sing new best II Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” including cost and conveyance of materials to work site and including all labour charges for mixing, laying, curing the concrete etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:31(Foundation and Basement)
Plastering with CM 1:5 (One part of cement & five parts of M-sand) mix for 12mm thick including cost and conveyance of all materials to work site and including all labour charges for mixing, laying, curing, finishing etc., complete as per standard specifications and as directed by departmental Engineers – TNBP No:56&57
Painting two coats with ready mixed Plastic Emulsion Paint S.I.358 Plastic emulison paint of approved quality and colour over a priming coat, including thorough scraping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required including cost and conveyance of all materials etc.and all lobour charges etc.complete as per Standard specification and as directed by the departmental officers. TNBP No:66-A
Plain Cement concrete 1:2:4(One Part cement, two Part M-sand and four Part aggregate) using machine crushed 20mm gauge hard broken stone jelly for all RCC items of work excluding centering strutting, and reinforcement grills placed in position but including mixing concrete, laying and vibrations charges, curing, etc complete and including providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary etc. complete complying with standard specification (TNBP No:30)
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