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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 CrAdmitted-Finance 14 BILASIPARA P O P S BILASIPARA DIST DHUBRI ASSAM PIN 783348 | DHUBRI | ASSAM | 783348 | ₹34.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹35.3 Cr+₹50.4 L (1.45%)Admitted-Finance AT ROAD BOKAKHAT ASSAM | ₹35.3 Cr+₹50.4 L (1.45%) | L2 | Admitted-Finance |
| 3 | L3₹42.5 Cr+₹7.7 Cr (22.2%)Admitted-Finance 5TH FLOOR KANKARIA CENTRE 2 1 RUSSEL STREET RUSSEL STREET KOLKATA WEST BENGAL 700071 | KOLKATA | WEST BENGAL | 700071 | ₹42.5 Cr+₹7.7 Cr (22.2%) | L3 | Admitted-Finance |
| 4 | L4₹45.3 Cr+₹10.6 Cr (30.4%)Admitted-Finance | ₹45.3 Cr+₹10.6 Cr (30.4%) | L4 | Admitted-Finance |
| 5 | L5₹45.6 Cr+₹10.8 Cr (31.2%)Admitted-Finance | ₹45.6 Cr+₹10.8 Cr (31.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BANSAL INFRATECH SYNERGIES LTD L6 | Shree Gautam Construction Co. Ltd. L1 | M/S. M.P. AGARWALLA L2 | North East Engineering n Construction L5 | M/S JAI MATA DI CONSTRUCTION CO. L4 | BRIDGE AND ROOF CO. (I) LTD L3 |
|---|---|---|---|---|---|---|---|---|---|
| 2.00'A. ROAD WORKS: | |||||||||
| 3.00'Earthwork in Excavation for Road Construction | |||||||||
| 4.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge.
All kinds of soil. | 57,234 | CUM | 410 ₹2,34,65,940 | 200 ₹1,14,46,800 | 140 ₹80,12,760 Lowest | 195 ₹1,11,60,630 | 250 ₹1,43,08,500 | 225 ₹1,28,77,650 |
| 5.00 | EARTHWORK IN EXCAVATION by manual means: Earth work excavation in Manual Mode below ground level in all kind of Soil for all kind of works in foundation including pipe / cable trenches, pavements, manholes, footings, pipelines, pipe sleepers, drains, ug pits etc. including all labour, materials, dressing of sides, leveling, grading and ramming of bottom, pumping & bailing out water accumulated due to rain and / or subsoil waters by any method including well point system if required and including disposal or stacking, leveling and neatly dressing as directed by Engineer-in-Charge, keeping of surplus excavated material within a lead of 500 M etc. including dismantling and providing temporary supports to existing service lines like water pipes, sewerage, electric cables, etc., including shoring/ strutting if required, all materials tools, tackles and labour all complete and as directed by Owner/Engineer-in-Charge for following depth | 2,000 | CUM | 1,250 ₹25,00,000 | 500 ₹10,00,000 | 340 ₹6,80,000 | 300 ₹6,00,000 Lowest | 320 ₹6,40,000 | 330 ₹6,60,000 |
| 6.00DISPOSAL OF SURPLUS EARTH: Carting away ( transporting and disposing ) of surplus earth,lime,moorum,rubbish,debris including refractory /insulation debris,shrubs and vegetations from construction area beyond the initial lead of 500M to anywhere including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as per the direction of the Owner/ Engineer-in- Charge. For carting on the basis of truck measurements (Volume of truck reduced by 30% for voids). Note : Outing gate of Refinery shall be decided by NRL / EIC as per the site condition . The arrangement of necessary land for disposal is in the scope of the contractor & The cost should be inclusive of same. Including necessary approval from the local authorities for the dumping area. | |||||||||
| 7.00 | Same as above with Transportation to any designated area within plant boundaries upto 500m | 22,893 | CUM | 275 ₹62,95,575 | 130 ₹29,76,090 | 60 ₹13,73,580 Lowest | 195 ₹44,64,135 | 220 ₹50,36,460 | 165 ₹37,77,345 |
| 8.00 | Same as above with Transportation to any demarked area or dumping area outside plant boundary, lead upto 2km from NREP gate. | 34,340 | CUM | 355 ₹1,21,90,700 | 200 ₹68,68,000 | 80 ₹27,47,200 Lowest | 200 ₹68,68,000 | 350 ₹1,20,19,000 | 215 ₹73,83,100 |
| 9.00Preparation of Sub Grade | |||||||||
| 10.00 | Preparing and Compacting the already filled up or excavated land in preparation to construct Roads by compacting using a 10 ton power roller / vibro roller including dressing, watering, confirming to the cambers, etc in order to achieve 95% compaction as per specifications, drawings and as per the directions of Engineer-in-charge | 7,631.25 | SQM | 185 ₹14,11,781.25 | 100 ₹7,63,125 | 70 ₹5,34,187.5 Lowest | 100 ₹7,63,125 | 200 ₹15,26,250 | 180 ₹13,73,625 |
| 11.00Construction of Sub Grade | |||||||||
Tender Value
Refer Docs
EMD Value
₹46.4 L
Closing Date
14 Feb 2025, 3:00 pmClosed
THANU SUBBIAH
TECHNIP ENERGIES INDIA LIMITED
CIVIL AND ROAD WORKS FOR NUMALIGARH REFINERY EXPANSION PROJECT SITES FOR NUMALIGARH REFINERY LIMITED ASSAM
2025_NRL_844925_1
TPIL/CONS/NRL/082176C/056
Open Tender
Civil Works
Item Rate
365 days
NUMALIGARH REFINERY ASSAM
AS PER NIT
6 documents required · 6 mandatory
₹0
₹46.4 L
Yes
24 Apr 2025
17 Jan 2025
17 Feb 2025
17 Jan 2025
14 Feb 2025
4 Feb 2025
17 Jan 2025 - 6 Feb 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | 'A. ROAD WORKS: | - | - | - | - |
| 3 | 'Earthwork in Excavation for Road Construction | - | - | - | - |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge.
All kinds of soil. | 57,234 | CUM | - | - |
| 5 | EARTHWORK IN EXCAVATION by manual means: Earth work excavation in Manual Mode below ground level in all kind of Soil for all kind of works in foundation including pipe / cable trenches, pavements, manholes, footings, pipelines, pipe sleepers, drains, ug pits etc. including all labour, materials, dressing of sides, leveling, grading and ramming of bottom, pumping & bailing out water accumulated due to rain and / or subsoil waters by any method including well point system if required and including disposal or stacking, leveling and neatly dressing as directed by Engineer-in-Charge, keeping of surplus excavated material within a lead of 500 M etc. including dismantling and providing temporary supports to existing service lines like water pipes, sewerage, electric cables, etc., including shoring/ strutting if required, all materials tools, tackles and labour all complete and as directed by Owner/Engineer-in-Charge for following depth | 2,000 | CUM | - | - |
| 6 | DISPOSAL OF SURPLUS EARTH: Carting away ( transporting and disposing ) of surplus earth,lime,moorum,rubbish,debris including refractory /insulation debris,shrubs and vegetations from construction area beyond the initial lead of 500M to anywhere including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as per the direction of the Owner/ Engineer-in- Charge. For carting on the basis of truck measurements (Volume of truck reduced by 30% for voids). Note : Outing gate of Refinery shall be decided by NRL / EIC as per the site condition . The arrangement of necessary land for disposal is in the scope of the contractor & The cost should be inclusive of same. Including necessary approval from the local authorities for the dumping area. | - | - | - | - |
| 7 | Same as above with Transportation to any designated area within plant boundaries upto 500m | 22,893 | CUM | - | - |
| 8 | Same as above with Transportation to any demarked area or dumping area outside plant boundary, lead upto 2km from NREP gate. | 34,340 | CUM | - | - |
| 9 | Preparation of Sub Grade | - | - | - | - |
| 10 | Preparing and Compacting the already filled up or excavated land in preparation to construct Roads by compacting using a 10 ton power roller / vibro roller including dressing, watering, confirming to the cambers, etc in order to achieve 95% compaction as per specifications, drawings and as per the directions of Engineer-in-charge | 7,631.25 | SQM | - | - |
| 11 | Construction of Sub Grade | - | - | - | - |
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