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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹20.8 LAccepted-AOC | ₹20.8 L | 1 | Accepted-AOC 0.12 Percentage Less than the Estimate Rate |
| 2 | 1₹20.9 LRejected-Finance | ₹20.9 L | 1 | Rejected-Finance 0.66 Percentage Excess than the Estimate Rate |
| Sl No | Description | Qty | Unit | B Shanmugasundaram H2 | R M NAGARAJAN H1 |
|---|---|---|---|---|---|
| 1.00 | Towards labour charges for removing AC sheet roofing including all charges. | 136 | sqm | 18 ₹2,448 Lowest | 20 ₹2,720 |
| 2.00 | Towards labour charges for Dismantling the damaged Reinforced Cement concrete including all charges. | 3.5 | cum | 4,300 ₹15,050 Lowest | 4,310 ₹15,085 |
| 3.00 | Towards labour charges for Dismantling the damaged Brick work ,Stone masonry including all charges. | 77 | cum | 280 ₹21,560 Lowest | 290 ₹22,330 |
| 4.00 | Towards labour charges for Dismantling thePlain Cement Concrete including all charges. | 13 | cum | 480 ₹6,240 Lowest | 485 ₹6,305 |
| 5.00 | Towards labour charges for Dismantling theweathering course with Pressed tiles including all charges. | 26 | sqm | 40 ₹1,040 Lowest | 42 ₹1,092 |
| 6.00 | 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(TNBP No.17,23,24). | 51 | cum | 260 ₹13,260 Lowest | 265 ₹13,515 |
| 7.00 | Plain Cement Concrete 1:4:8 mix (One Part of Cement, Four part of Fine Aggregate and Eight part of 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). | 11 | cum | 5,840 ₹64,240 Lowest | 5,841 ₹64,251 |
| 8.00 | Filling in basement with Well Gravel well rammed watered & consolidated complying with standard specification. | 36 | cum | 600 ₹21,600 Lowest | 610 ₹21,960 |
| 9.00 | 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 A)Grade Beam | 30 | sqm | 970 ₹29,100 Lowest | 972 ₹29,160 |
| 10.00 | Lintel Bottom over window | 161 | sqm | 1,090 ₹1,75,490 Lowest | 1,100 ₹1,77,100 |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
16 Feb 2026, 3:00 pmClosed
Executive Officer
67/31 B Main Road Manimutharu-627421 Ambasamudram TK Tirunelveli District
Construction of Community Hall at Melaermalpuram at Survey No 245/31 in Manimuthar Town Panchayat
2026_DTP_650374_1
320-4/2025/A1
Open Tender
Civil Works - Buildings
Works
Manimutharu Town Panchayat office
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹25,000
31 Mar 2026
3 Feb 2026
16 Feb 2026
3 Feb 2026
16 Feb 2026
10 Feb 2026
Towards labour charges for removing AC sheet roofing including all charges.
Towards labour charges for Dismantling the damaged Reinforced Cement concrete including all charges.
Towards labour charges for Dismantling the damaged Brick work ,Stone masonry including all charges.
Towards labour charges for Dismantling thePlain Cement Concrete including all charges.
Towards labour charges for Dismantling theweathering course with Pressed tiles including all charges.
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.17,23,24).
Plain Cement Concrete 1:4:8 mix (One Part of Cement, Four part of Fine Aggregate and Eight part of 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).
Filling in basement with Well Gravel well rammed watered & consolidated complying with standard specification.
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 A)Grade Beam
Lintel Bottom over window
column footing
Providing and laying in position Standardised Concrete Mix M-25 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 350Kg/ 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
Supplying, fabricating and placing in position mild steel or TMT rods 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 sand) mix using Third Class Country Brick Kiln Burnt bricks 8 ¾ " x 4 ¼ " x 2 ¾" 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
Special Ceiling Plastering with CM 1:3 (One part of cement & three parts of sand)mix for 10mm thick including cost and conveyance of 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:30,56&57
Plastering with CM 1:5 (One part of cement & five parts of 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
Weathering course concrete using best quality broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) over the RCC roof slab in the propotion of brick jelly to lime being 32:121/2 by volume and laid over in a single layer and consolidated to the required design and finished thickness , beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wetted by sprinkling lime jaggery water as per standard specification,etc.complete as directed by the departmental officers.TNBP No:44-I
Finishing with top of roof with one course of machine pressed tiles of size 20cmx20cmx20cm of approved quality laid in cement mortar 1:3 (One cement and three sand) 12mm thick mixed with water proofing compound conforming to ISS by 2% weight of cement used and the joint pointed neatly to full depth of tiles with same water proofing compound mixed with cement motar ,red oxide, etc.complete complying with standard specification as directed by the departmental officers. - 10 m2 TNBP No:44-I
Paving the floor with best quality Vetrified Tiles of size 600 x 600 x 8mm of approved colour, shade and quality laid in cement mortar 1:3 (one cement and three sand) 20mm thick in all floors and the top pointed with the white cement mixed same colour pigments etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Supplying and fixing M.S Grill to doors, special windows and ventilators etc using 20mmx6mm as directed by the departmental officers inclusive of cost of MS grill including one primer coat of red oxide and fixing in position etc. including cost and conveyance of all materials and all lobour charges etc.complete as per Standard specification and as directed by the departmental officers.(as per the schedule of rate)TNBP No:86 & 86-A
Painting the new walls two coats over one coat of priming with best weather proof Exterior Emulsion paint of approved colour and quality including preparation of surface and finishing neatly etc., complete complying with standard specification and as directed by departmental officers Complete as per standard specification.
Painting with two coats of Approved colour of best quality synthetic enamel paint, painting over new iron work including cost and conveyance of all materials and all labour charges etc. complete as per Standard specification and as directed by the departmental officers. (New Iron Surface).TNBP No:66&66-A
Wiring with 2 x 1.5 Sq.mm (22/0.3) PVC insulated single core unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessoires in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A F.T. switch and making good of the concealed portion with suitable colour for PVC concealed light Point for electronic regulator. (Assume 5 Points Per Coil) (SD-25)
Wiring with 2 x 1.5 Sq.mm (22/0.3) PVC insulated SC unsheathed copper conductor of 1100 V grade in suitable PVC rigid pipe concealed in wall and ceiling with PVC accessories in flush with wall with 150mm x 100mm x 113mm TW switch box with 3 mm thick hylem sheet cover for 5 A 3 pin non interlocking FT wall socket and 5A FT switch with continuous earth wire connection of 14 SWG TC wire and making good of the concealed portion with suitable colour for concealed PVC plug point. (SD-38)
Supply and fixing of TNEB meter board suitable for 32A single phase service connection with 32A fuse unit (500V) 32Aneutral link and earth link (1" x 1/8" copper flat) on TW plank of size 375mm x 300mm x 19mm withsupporting TWreepers of 1" thick an either side with painting with suitable bolt and nuts for fixing the TW plank on wall with earthconnection and inter connection with 7/20 PVC insulated copper wire from EB meter to fuse unit with 1 No 40 Amp 30MA Double Pole RCD / RCCB (Lower End) with suitable necessary connection SD126
Supply and run of 2 of No.8 SWG GI wire for guarding with cradle with No.8 SWG GI wire at the equal interval of 1.5metre for Earth connection sd75
Supply and run of 4 x 6 sq.mm. PVC insulated SC unsheathed FRLS copper conductor of 1100V on 7 / 20 GI bearerwire for service connection mains sd66
Supply and fixing of single box type 4'36W fluorescent fitting complete with electronic ballast with TW round blocks on wall or ceiling with flu tube with PVC unsheathed FRLS Copper leads from terminals to the fitting SD87
supply and fixing of 30W LED street light fitting with LED (Lower end) with 25mm dia. GI pipe (class B) with 1 no.25mm GI bend complete on the existing post/ on wall with PVC unsheathed copper leads with MS clamps and with painting SD447
supply and fixing of 1200mm (48") sweep AC ceiling fan 5 star rated complete ( Higher end) with 2module 100W fan step regulator (Higher end) with 1 metre down rod with fan clamp with side platesand cross arm of size 450mm (18") SD460
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