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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 CrAccepted-AOC NO 1 PPS COMPLEX METTUR MAIN ROAD OMALUR TALUK SALEM 636455 | SALEM | SALEM | TAMIL NADU | 636455 | ₹8.5 Cr Quoted ₹8.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹9.2 Cr+₹33.8 L (3.83%)Rejected-AOC NO 16 THIRUVALLUVAR SALAI CHINNATHIRUPATHI SALEM 638 008 | SALEM | SALEM | TAMIL NADU | 638008 | ₹9.2 Cr+₹33.8 L (3.83%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAI SAKTHI AND CO L2 | PPSandCo L1 |
|---|---|---|---|---|---|
| 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 | 24,850 | Cum | 130 ₹32,30,500 | 120 ₹29,82,000 Lowest |
| 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. | 4,650 | Cum | 170 ₹7,90,500 | 160 ₹7,44,000 Lowest |
| 1.03 | Transportation of excavated earth with a average lead of 5 km including loading 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. | 20,200 | Cum | 155 ₹31,31,000 | 150 ₹30,30,000 Lowest |
| 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. | 116 | Cum | 280 ₹32,480 | 270 ₹31,320 Lowest |
| 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 | 62 | Cum | 6,000 ₹3,72,000 | 5,800 ₹3,59,600 Lowest |
| 2.03 | 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. | 1,380 | Rm | 650 ₹8,97,000 | 620 ₹8,55,600 Lowest |
| 2.04 | Supplying and laying of Interlocking Paver Block Stone 83mm thick, Over a base layer of 80mm crushed stone sand filling. including cost of Paver,crushed stone sand, laying and Labour charges etc., complete complying with standard specification and as directed by the SIPCOT Officers. | 21,600 | Sqm | 1,650 ₹3,56,40,000 | 1,600 ₹3,45,60,000 Lowest |
| 2.05 | Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading-V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev -5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers. | 4,373 | Cum | 2,600 ₹1,13,69,800 | 2,450 ₹1,07,13,850 Lowest |
Tender Value
₹8.6 Cr
EMD Value
₹4.4 L
Closing Date
22 Dec 2025, 3:30 pmClosed
Special chief engineer
SIPCOT Head office Egmore chennai
External Development works of Internal Road, Fencing, Site grading, Sewer Network for Plug and play in MLFAC, SIPCOT, Industrial Park, Panapakkam (Package 4B).
2025_SIPCT_632700_1
NIT.No.44/CD/T.No.44/2025-26
Open Tender
Civil Works
Lump-sum
SIPCOT, Industrial Park, Panapakkam
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹4.4 L
SIPCOT Head office chennai
14 Jul 2026
17 Dec 2025
23 Dec 2025
17 Dec 2025
22 Dec 2025
19 Dec 2025
18 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 | 24,850 | 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. | 4,650 | Cum | - | - |
| 1.03 | Transportation of excavated earth with a average lead of 5 km including loading 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. | 20,200 | 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. | 116 | 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 | 62 | Cum | - | - |
| 2.03 | 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. | 1,380 | Rm | - | - |
| 2.04 | Supplying and laying of Interlocking Paver Block Stone 83mm thick, Over a base layer of 80mm crushed stone sand filling. including cost of Paver,crushed stone sand, laying and Labour charges etc., complete complying with standard specification and as directed by the SIPCOT Officers. | 21,600 | Sqm | - | - |
| 2.05 | Construction of Granular Sub - Base (GSB) to the required compacted thickness (Drainage layer) by providing approved Coarse graded material conforming to Grading-V of Table 400 - 1 and satisfying the physical requirement for material for GSB as per Table 400 - 2 of MORTH Rev -5 including screening, spreading in uniform layers with motor grader on prepared surface, watering and premixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller 80 to 100 KN static weight to achieve the desired density and fine dressing to required grade and cross slope as directed by the SIPCOT officers etc., complete including obtaining and transporting all materials from approved quarry site to work site with all lift and lead by mechanical transport, head load or any other mode of transporation including cost and conveyance of all materials, labour charges,hire charges and fuel charges for loader, water tanker with sprinkler,motor grader, vibratory road rollers and all other equipments, tools and plants, safety measures, testing required including all other incidental charges, etc., complete as per the standard specification as per clause 401 of MORTH Rev.-5 and as directed by the SIPCOT officers. | 4,373 | Cum | - | - |
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