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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 01₹86.0 LAccepted-Finance | ₹86.0 L | 01 | Accepted-Finance ok |
| 2 | 02₹87.5 LAccepted-Finance | ₹87.5 L | 02 | Accepted-Finance ok |
| 3 | 03₹97.4 LAccepted-Finance | ₹97.4 L | 03 | Accepted-Finance ok |
| Sl No | Description | Qty | Unit | ASHOK KUMAR SATI L1 | M/S HARENDRA SINGH PANWAR L3 | INDER SINGH BISHT L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means 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. | 137.6 | Cum | 241 ₹33,161.60 | 250 ₹34,400 | 245 ₹33,712 |
| 2.00 | 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. | 25.92 | Cum | 335 ₹8,683.20 | 350 ₹9,072 | 345 ₹8,942.40 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 4.32 | Cum | 8,200 ₹35,424 | 8,500 ₹36,720 | 8,300 ₹35,856 |
| 4.00 | Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 51.27 | Cum | 9,200 ₹4.7 L | 9,500 ₹4.9 L | 9,200 ₹4.7 L |
| 5.00 | Providing and laying in position specified grade of reinforced cement0concrete, 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): 3 graded stone aggregate 20 mm nominal size). | 10.55 | Cum | 10,000 ₹1.1 L | 11,000 ₹1.2 L | 10,100 ₹1.1 L |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars | 1,035.22 | Kg | 120 ₹1.2 L | 150 ₹1.6 L | 125 ₹1.3 L |
| 7.00 | Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete Hot finished welded type tubes. | 19,888.9 | Kg | 215 ₹42.8 L | 250 ₹49.7 L | 220 ₹43.8 L |
| 8.00 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | 1,695.55 | sqm | 833 ₹14.1 L | 950 ₹16.1 L | 850 ₹14.4 L |
| 9.00 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) | 169.5 | Meter | 553 ₹93,733.50 | 600 ₹1.0 L | 553 ₹93,733.50 |
| 10.00 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
80x1.20 mm M.S. laths with 1.20 mm thick top cover | 437.4 | sqm | 3,727 ₹16.3 L | 4,000 ₹17.5 L | 3,730 ₹16.3 L |
Tender Value
₹86.1 L
EMD Value
₹1.7 L
Closing Date
23 Nov 2022, 1:00 pmClosed
Office of the EO Badrinath/Joshimath Camp
Office of the EO Badrinath/Joshimath Camp
Construction of 54 Temporary Shop for effected shopkeer by Sri Badrinath Master Pasln Ph 1_2
2022_NPB_51599_1
EO Badrinath No-223/21-27/E-tender dt- 09-11-22
Open Tender
Civil Works - Buildings
60 days
Sri Badrinath
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
EO Badrinath
₹1.7 L
9 Jan 2026
15 Nov 2022
23 Nov 2022
15 Nov 2022
23 Nov 2022
15 Nov 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means 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.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement0concrete, 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): 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars
Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete Hot finished welded type tubes.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover
Random Rubble Masonary laid in Dry, in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
Random Rubble Masonary laid in 1:6 cement and sand mortar, in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
INDER SINGH BISHT
M/S HARENDRA SINGH PANWAR
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