Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 CrAccepted-AOC NO 1 PPS COMPLEX METTUR MAIN ROAD OMALUR TALUK SALEM 636455 | SALEM | SALEM | TAMIL NADU | 636455 | ₹8.0 Cr Quoted ₹8.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹8.5 Cr+₹27.4 L (3.35%)Rejected-AOC 2 50A THINDAMANGALAM PANANKATTUR PO OMALUR SALEM 636 455 | OMALUR | SALEM | TAMIL NADU | 636455 | ₹8.5 Cr+₹27.4 L (3.35%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PPSandCo L1 | P Paramasivam L2 |
|---|---|---|---|---|---|
| 1.00Part - A - Site Grading | |||||
| 1.01 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the SIPCOT Officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the SIPCOT Officers. Upto 2 m Depth | 5,200 | Cum | 120 ₹6,24,000 Lowest | 130 ₹6,76,000 |
| 1.02 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the SIPCOT Officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the SIPCOT Officers. | 12,800 | Cum | 160 ₹20,48,000 Lowest | 165 ₹21,12,000 |
| 2.00Part - B - Paver Finish in Driveway, Footpath | |||||
| 2.01 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. | 81 | Cum | 260 ₹21,060 Lowest | 270 ₹21,870 |
| 2.02 | Cement Concrete 1:4:8 (One Cement, four crushed stone 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 including curing etc., complete complying with standard specification and as directed by the SIPCOT officers.-Mixing by mechanical means | 37 | Cum | 5,700 ₹2,10,900 Lowest | 5,800 ₹2,14,600 |
| 2.03 | Plain Cement Concrete 1:1.5:3 (one of cement : one and half of Msand: six of hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete complying with standard specification and as directed by the SIPCOTl officers.-Mixing by mechanical means | 9 | Cum | 7,500 ₹67,500 Lowest | 7,600 ₹68,400 |
| 3.00Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 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 and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) | |||||
| 3.01 | a) For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete Below Plinth | 120 | Sqm | 990 ₹1,18,800 Lowest | 1,000 ₹1,20,000 |
| 3.02 | Manufacturing, supplying and fixing in position plain cement concrete precast kerb stone Size of 600 x 325 x 165mm and Design in Cement Concrete 1:3:6 (One cement, three sand and six jelly) using 20mm HBG stone jelly including cost of moulding charges, casting of slab, finishing, curing, fixing and pointing the slab with CM 1:3 (One Cement and Three Sand) to full depth of kerb and the shape of kerb stone as per drawing, the cost including manufacturing, transportation, laying in position, curing etc., complete complying with standard specification and as directed by the SIPCOT Officers. | 690 | Rm | 570 ₹3,93,300 Lowest | 590 ₹4,07,100 |
Tender Value
₹8.0 Cr
EMD Value
₹4.1 L
Closing Date
24 Dec 2025, 3:30 pmClosed
Special chief engineer
SIPCOT Head office chennai egmore
External Development works (Site grading, External firefighting, Paver finish in driveway and footpath) for Warehouse at Mega Leather Park - SIPCOT, Industrial Park, Panapakkam (Package 4C)
2025_SIPCT_633724_1
NIT.No.45/CD/T.No.45/2025-26
Open Tender
Civil Works
Lump-sum
SIPCOT, Industrial Park, Panapakkam
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹4.1 L
SIPCOT Head office chennai
14 Jul 2026
18 Dec 2025
26 Dec 2025
18 Dec 2025
24 Dec 2025
20 Dec 2025
19 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Part - A - Site Grading | |||||
| 1.01 | Earth work open excavation by manual means in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the excavated earth with a lead of 10 mts. within the compound in places shown by the SIPCOT Officers and clearing and levelling the site, etc., complete complying with standard specification and as direct-ed by the SIPCOT Officers. Upto 2 m Depth | 5,200 | Cum | - | - |
| 1.02 | Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the SIPCOT Officers in layers of not more than 15cm thick well rammed with surface vibrator, watered and consolidated etc., complete complying with standard specification and as directed by the SIPCOT Officers. | 12,800 | Cum | - | - |
| 2Part - B - Paver Finish in Driveway, Footpath | |||||
| 2.01 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the SIPCOT officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the SIPCOT officers. | 81 | Cum | - | - |
| 2.02 | Cement Concrete 1:4:8 (One Cement, four crushed stone 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 including curing etc., complete complying with standard specification and as directed by the SIPCOT officers.-Mixing by mechanical means | 37 | Cum | - | - |
| 2.03 | Plain Cement Concrete 1:1.5:3 (one of cement : one and half of Msand: six of hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete complying with standard specification and as directed by the SIPCOTl officers.-Mixing by mechanical means | 9 | Cum | - | - |
| 3Supplying and erecting centering for sides and soffits including necessary supports and strutting up to 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 and as directed by SIPCOT officers. (Payment for centering shall be given after the concrete is laid) | |||||
| 3.01 | a) For R.C.C. works in foundation and basement such as grid beam, plinth beam, raft beam, raft slab, column base, column footings, other similar nature of works etc all complete Below Plinth | 120 | Sqm | - | - |
| 3.02 | Manufacturing, supplying and fixing in position plain cement concrete precast kerb stone Size of 600 x 325 x 165mm and Design in Cement Concrete 1:3:6 (One cement, three sand and six jelly) using 20mm HBG stone jelly including cost of moulding charges, casting of slab, finishing, curing, fixing and pointing the slab with CM 1:3 (One Cement and Three Sand) to full depth of kerb and the shape of kerb stone as per drawing, the cost including manufacturing, transportation, laying in position, curing etc., complete complying with standard specification and as directed by the SIPCOT Officers. | 690 | Rm | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.33 MB
BOQ_758230.xls
BOQ • 0.38 MB
Annexure1.pdf
Tender Documents • 0.57 MB
Annexure2.pdf
Tender Documents • 0.88 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .