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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC | ₹21.0 L | L1 | Accepted-AOC L1 Accepted |
| 2 | L2₹22.9 L+₹1.9 L (8.80%)Rejected-Finance | ₹22.9 L+₹1.9 L (8.80%) | L2 | Rejected-Finance L2 Rejected |
| Sl No | Description | Qty | Unit | RAMAKRISHNAN L2 | MARIA ASTIN L1 |
|---|---|---|---|---|---|
| 1.00Construction of Walking Park at Gandarvakottai Vangara Odai Kulam in Gandarvakottai Panchayat | |||||
| 2.00 | Clearing the Scrub jungle scrub including all charges etc completed, | 2,160 | Sqm | 5 ₹10,800 Lowest | 5 ₹10,800 Lowest |
| 3.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 75 | Cum | 110 ₹8,250 Lowest | 125 ₹9,375 |
| 4.00 | Cement concrete 1:4:8 mix using 40mm gauge hand broken granite tone jelly for foundation including all charges compacted,etc., complete | 30 | Cum | 5,600 ₹1,68,000 | 5,500 ₹1,65,000 Lowest |
| 5.00 | Providing form work centering for soffits of slab of plan surface including shuttering 3m high using MS sheets of size 15 x 25 x 3 mm laid over w.joints of size 10 x 6.50 cm spaced 75mm c/c complying with standard specification | 480 | Sqm | 500 ₹2,40,000 Lowest | 500 ₹2,40,000 Lowest |
| 6.00 | Cement concrete 1:3:6 mix using 20mm gauge hand broken granite tone jelly for foundation including all charges compacted,etc., complete | 48 | Cum | 6,200 ₹2,97,600 | 6,000 ₹2,88,000 Lowest |
| 7.00 | 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) . | 96 | Cum | 2,700 ₹2,59,200 | 2,100 ₹2,01,600 Lowest |
| 8.00 | Providing and Laying Paver Block of 60mm thick approved design made out of 12mm and 6mm HBGS chips in M30 mix properly cured to attain the required strength, Laying and interlocking block and well compacted using 1-3 ton capacity compressor, the cost inclusive of all materials for manufacturing, interlocking block loading transportation to work site unloading and labour charges for fixing over Sand bed of 30mm thick & Joints filling using compressor of 1-3 ton capacity including hire and fuel charges for compressor and all other incidental charges etc complete. | 960 | Sqm | 680 ₹6,52,800 | 602 ₹5,77,920 Lowest |
| 9.00Construction of NP3 Pipe Culvert (Sub Estimate) | |||||
| 10.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B | 20.97 | Cum | 125 ₹2,621.25 | 110 ₹2,306.7 Lowest |
Tender Value
₹25 L
EMD Value
₹25,000
Closing Date
19 Feb 2026, 3:00 pmClosed
BDO(B.Pt)
Panchayat union, Gandarvakottai
Construction of Walking Park at Gandarvakottai Vangara Odai Kulam in Gandarvakottai Panchayat
2026_RDTN_657172_1
947/2025/A4
Open Tender
Civil Works - Others
Works
Panchayat Union Gandarvakottai
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹25,000
25 Mar 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
Construction of Walking Park at Gandarvakottai Vangara Odai Kulam in Gandarvakottai Panchayat
Clearing the Scrub jungle scrub including all charges etc completed,
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Cement concrete 1:4:8 mix using 40mm gauge hand broken granite tone jelly for foundation including all charges compacted,etc., complete
Providing form work centering for soffits of slab of plan surface including shuttering 3m high using MS sheets of size 15 x 25 x 3 mm laid over w.joints of size 10 x 6.50 cm spaced 75mm c/c complying with standard specification
Cement concrete 1:3:6 mix using 20mm gauge hand broken granite tone jelly for foundation including all charges compacted,etc., complete
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 Paver Block of 60mm thick approved design made out of 12mm and 6mm HBGS chips in M30 mix properly cured to attain the required strength, Laying and interlocking block and well compacted using 1-3 ton capacity compressor, the cost inclusive of all materials for manufacturing, interlocking block loading transportation to work site unloading and labour charges for fixing over Sand bed of 30mm thick & Joints filling using compressor of 1-3 ton capacity including hire and fuel charges for compressor and all other incidental charges etc complete.
Construction of NP3 Pipe Culvert (Sub Estimate)
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Filling with good river sand including cost and conveyance of sand to work site including all labour charges for filling etc complete.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Centering for the sides and soffits for RCC items including cost and conveyance and all labour charges etc., Complete.
Cost and Supply of RCC pipe 900mm dia
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
Construction of NP3 Pipe Culvert (Sub Estimate)
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Filling with good river sand including cost and conveyance of sand to work site including all labour charges for filling etc complete.
Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.
Centering for the sides and soffits for RCC items including cost and conveyance and all labour charges etc., Complete.
Cost and Supply of RCC pipe 900mm dia
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 1 & 24 of Section 2 of Instruction to Bidders (ITB) of SBD)
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