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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹20.7 L+₹3.7 L (21.8%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹20.8 L+₹3.8 L (22.6%)Admitted-Finance 13 1 BABA DEEP SINGH NAGAR JALANDHAR PUNJAB 144012 | 144012 | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | polestarengineers L3 | KG BUILDER L2 | VIVEK SHARMA GOVT. CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00Providing & Fixing Stainless Steel Barricading around the lawn near Old Library at NITJ | ||||||
| 1.01 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 2,050 | kg | 525 ₹10,76,250 | 495 ₹10,14,750 | 441 ₹9,04,050 Lowest |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. • All kinds of soil | 40 | cum | 250 ₹10,000 | 180 ₹7,200 | 152 ₹6,080 Lowest |
| 1.03 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: • 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 12 | cum | 6,000 ₹72,000 | 7,000 ₹84,000 | 5,264 ₹63,168 Lowest |
| 1.04 | Centering and shuttering including strutting, propping etc. and removal of form work for :
• Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 130 | Sqm | 400 ₹52,000 | 325 ₹42,250 Lowest | 490 ₹63,700 |
| 1.05 | Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. • With granite stone of area less than 0.50 sqm. | 145 | Sqm | 3,050 ₹4,42,250 | 3,225 ₹4,67,625 | 2,762 ₹4,00,490 Lowest |
| 1.06 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: • 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 9 | cum | 4,200 ₹37,800 | 5,400 ₹48,600 | 3,794 ₹34,146 Lowest |
| 1.07 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 1,200 | kg | 120 ₹1,44,000 | 135 ₹1,62,000 | 44 ₹52,800 Lowest |
| 1.08 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: • Cement mortar 1:4 (1 cement : 4 coarse sand) | 13 | cum | 6,000 ₹78,000 | 5,600 ₹72,800 | 4,289 ₹55,757 Lowest |
| 1.09 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: • Thermo-Mechanically Treated bars of grade Fe-500D or more. | 800 | kg | 90 ₹72,000 | 85 ₹68,000 | 65 ₹52,000 Lowest |
Tender Value
₹29.2 L
EMD Value
₹58,424
Closing Date
13 Oct 2025, 3:00 pmClosed
Director
Dr. B.R Ambedkar NIT,Jalandhar
Providing and Fixing stainless steel barricading around the lawn near old library at Dr. B.R Ambedkar NIT,Jalandhar
2025_NITJ_877252_1
NITJ/EO/Works/RM/134/25
Open Tender
Civil Works - Others
Works
90 days
Dr. B.R.Ambedkar NIT
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Director,
₹58,424
Yes
4 Nov 2025
15 Sept 2025
14 Oct 2025
15 Sept 2025
13 Oct 2025
15 Sept 2025
15 Sept 2025 - 29 Sept 2025
Amount
Providing & Fixing Stainless Steel Barricading around the lawn near Old Library at NITJ
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. • All kinds of soil
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: • 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for : • Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. • With granite stone of area less than 0.50 sqm.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: • 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: • Cement mortar 1:4 (1 cement : 4 coarse sand)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level: • Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
KG BUILDER (BID ID -3294103)
polestarengineers (BID ID -3290795)
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