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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.5 LAccepted-Finance | 1 | Accepted-Finance lowest pit | |
| 2 | 2₹9.7 L+₹19,517.25 (2.05%)Rejected-Finance | 2 | Rejected-Finance highest pit |
| Sl No | Description | Qty | Unit | V KARUPPIAH L1 | MP CONSTRUCTION WORK L2 |
|---|---|---|---|---|---|
| 1.00Madurai District Construction of Waiting Shed and Pathway to BG in Samathuva Burial Ground at Krishnapuram Village and Koodakovil Panchyat at kallikudi Panchayat Union | |||||
| 2.00 | Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification. | 13.93 | M3 | 260 ₹3,621.8 Lowest | 1,100 ₹15,323 |
| 3.00 | Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement. | 2.7 | M3 | 5,310 ₹14,337 | 4,198 ₹11,334.6 Lowest |
| 4.00 | Refilling the basement with excavated earth other than sand complying the Standard specification | 8.38 | M3 | 2,260 ₹18,938.8 | 1,380 ₹11,564.4 Lowest |
| 5.00 | Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications | 1.52 | M3 | 2,310 ₹3,511.2 Lowest | 4,000 ₹6,080 |
| 6.00 | Brick work in following Cement Mortar 1:5 using best quality II class table moulded bricks 8"3/4 x 41/4" X23/4" for foundation and basement including curing etc.,complete complying with standard specification.including scaffolding curing cost of reinforcement etc.all complete as per specifications and drawings as directed by the Engineer in-charge. | 12.29 | M3 | 6,210 ₹76,320.9 | 5,792 ₹71,183.68 Lowest |
| 7.00 | Supplying and errecting shuttering including necessary support for plane surface in Foundation Basement and Roof slabs strutting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at about 90 cms center to center and supported causorina props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) for column | 98.04 | M2 | 660 ₹64,706.4 | 317 ₹31,078.68 Lowest |
| 8.00 | Supplying, fabricating and placing in position mild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate. The binding wire shall be supplied by the Contractor. | 12.34 | QTL | 1,043 ₹12,870.62 | 950 ₹11,723 Lowest |
| 9.00 | R.C.C. 1:1 1/2:3-using 20mm ISS HBGS metal including cost and conveyance of materials and labour charges etc. complete | 9.59 | M3 | 9,010 ₹86,405.9 | 2,200 ₹21,098 Lowest |
| 10.00 | Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work. | 38.04 | M3 | 335 ₹12,743.4 | 310 ₹11,792.4 Lowest |
Tender Value
₹10.7 L
EMD Value
₹10,699
Closing Date
2 Sept 2025, 3:00 pmClosed
BDO VP
BDO VP
Madurai District Construction of Waiting Shed and Pathway to BG in Samathuva Burial Ground at Krishnapuram Village and Koodakovil Panchyat at kallikudi Panchayat Union
2025_RDTN_597872_1
2/Kalli/ AGAMT-II - 2025-2026
Open Tender
Civil Works
Works
120 days
kallikudi
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹10,699
9 Dec 2025
28 Aug 2025
2 Sept 2025
28 Aug 2025
2 Sept 2025
28 Aug 2025
Amount
Madurai District Construction of Waiting Shed and Pathway to BG in Samathuva Burial Ground at Krishnapuram Village and Koodakovil Panchyat at kallikudi Panchayat Union
Earthwork excavation for foundation (for narrow excavation) to full depth as per designed in all soils and sub soils except soft disintegrated rock not requiring blasting and hard rock requiring blasting and bailing water wherever necessary. Refilling the sides of foundation with excavated earth other than sand in layers of well rammed and compacted and depositing the surplus earth in places shown by the departmental officers with an initial lead of 10m and initial lift of 2m and clearing and leveling the site etc. complete complying with standard specification.
Plain Cement Concrete 1 : 4 :8 ( one part of cement, four parts of sand and eight parts of hard broken stone ) using 40 mm gauge hand broken hard broken granite stone jelly complying with standard specifications in foundations and basement.
Refilling the basement with excavated earth other than sand complying the Standard specification
Collection and supply of sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
Brick work in following Cement Mortar 1:5 using best quality II class table moulded bricks 8"3/4 x 41/4" X23/4" for foundation and basement including curing etc.,complete complying with standard specification.including scaffolding curing cost of reinforcement etc.all complete as per specifications and drawings as directed by the Engineer in-charge.
Supplying and errecting shuttering including necessary support for plane surface in Foundation Basement and Roof slabs strutting upto 3.29 M height for plane surfaces for floors for RCC column footings columns plinth beam and connected with foundations grade beams, raft slabs stair case steps, bed blocks, critical pier, etc beams roof slabs, using mild steelsheets of size 90 x 60 cm and 10 gouge stiffened, welded with steel angles of size 25 mm x 25 mm x 3mm for boarding laid over silver oak (country wood) joists of 10 cm size x 6.5 cms size spaced at about 90 cms center to center and supported causorina props of 10 cm to 13 cms spaced at 75 cms to center to center etc., complete complying with standard specification and as directed (SI - 155) for column
Supplying, fabricating and placing in position mild steel or ribbed tor steel and all reinforced cement Concrete works as per the design given including cost of steel and binding wire in all floors etc complete complying with Standard (MS rods or RTS rods) which will be supplied departmentally at section stores and cost will be recovered at issue rate. The binding wire shall be supplied by the Contractor.
R.C.C. 1:1 1/2:3-using 20mm ISS HBGS metal including cost and conveyance of materials and labour charges etc. complete
Supplying and applying of two coats of putty of 3mm thick over the exposed RCC surface of ceiling including finishing the joints smoothy with grinding machine and the surface shall be thoroughly cleaned out of dust and scrubbing. The Surface shall then be allowed to dry for atleast 48 hours. It shall then be sand papered (waterproof abrasive sheet) to give a smooth and even surface. Any unevenness shall be made good by applying 1st coat of putty mixed with water on the entire surface including filling up the undulations and applying 2nd coat of putty after 6 hours of 1st coat of putty and then sand papering (waterproof abrasive sheet) the same after it is dry and finishing the surface smoothly, etc., complete complying with standard specifications and as directed by the Departmental Officers. [ The rates are inclusive of hire charges for grinding machine with wheel, cost of sand paper (waterproof abrasive sheet), cost of putty blade, labour charges for grinding the joints and sand papering, two coat of putty, scrapping the putty area to level the surface smooth, etc., complete]. The Putty shoule be got approved by the Executive Engineer before use on work.
Plastering with C. M 1:5 mix, 12 mm thick including cost and conveyance of all materials to site and labour charges etc complete.
Granaolithic floor finish of 25 mm thick in PCC 1:2:4 using 10-12 mmHBGS Jelly inculding curing ete.complete.,
Painting two coats of newly plastered wall surface with ready mixed plastic emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.
Weathering course with broken brick jeely for 20 mm size mixed with pure slacked lime (no sand to be used) in proposation of 32:12.5 cft to proper gradient,well beation with wooden beaters etc
Terrace flooring with one coarce of old &new machine pressed tiles of size 20x20x2 mmusing Cm 1:3 with water proofing compound 2% weight of cement used and the joints pointed with same
Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick, well rammed, consolidated and curing etc. complete complying with standard specification
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
Plain Cement Concrete 1:3:6 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)
Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 80mm and compacted over a thin bedding M.Sand layer of 25 mm thickness and joints shall be filled by fine M.Sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504
Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.
Earthwork excavation in all classes of soils such as gravelly soils, hard stiffclay, and earth mixed silt or other loose soils sandy loam and ordinary soil but including depositing on banks with all leads and lifts including all charges etc
Supplying and filling with river sand from approved quarry including cost and conveyance to work site and as directed by the dept officers etc complete.
Cement Concrete 1:4:8 mix (one cement, four sand,eight hard broken stone) using 40mm ISS HBG stone jelly for Foundation and flooring including labour charges for mixing concrete watring and laying the concrete complying with standard specifications etc
Supply and fabrication of MS Steel for RCC item works including cost and conveyance of all materials and all labour charges etc
Supplying and centering shuttering including necessary support for side walls and drains using metal steel sheets complying with standard specification. as directed by departmental officers.
Reinforced cement concrete 1:1.5:3 mix using 20 mm II HBG metal including cost and conveyance of all materials to site and all labour charges etc.
Brick work in CM 1:5 using country bricks including cost and conveyance all materials to site including cost of cement including labour charges for mixing , laying, curing,hire charges for tools and plants including all other incidental charges etc.
Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone 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)
Dadoing the walls with new Glazed tiles of size 150 x150 x6 mm laid in CM 1:2 ,10 mm thick and pointig with white cement using 0.40 Kg/m2 including finishing the joint and pointing flush with ties surface etc.
Plastering with CM 1:5 (one cement and five sand) to 12 mm thick including mixing mortar, working in all heights curing watering with good water etc., complete complying with standard specification.
Plastic Emulsion Painting with two coats over primer coat using approved colour including all charges etc., complete
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
MP CONSTRUCTION WORK (BID ID -1445652)
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