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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAdmitted-Finance | ₹4.6 L | L1 | Admitted-Finance |
| 2 | L2₹5.4 LAdmitted-Finance | ₹5.4 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Shri Pankaj Roy L2 | M/s JARE CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||
| 1.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.14 | cum | 2,000 ₹270 | 2,400 ₹324 |
| 2.00Earth 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. | |||||
| 2.01 | All kinds of soil. | 0.68 | cum | 350 ₹238 | 370 ₹251.60 |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.01 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.67 | cum | 16,000 ₹26,720 | 16,510 ₹27,571.70 |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 3.96 | sqm | 400 ₹1,584 | 385 ₹1,524.60 |
| 5.00Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | |||||
| 5.01 | Electric resistance or induction butt welded tubes | 953.8 | kg | 200 ₹1.9 L | 197 ₹1.9 L |
Tender Value
₹5.6 L
EMD Value
₹11,291
Closing Date
9 Mar 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Construction of Stage Shed at GMS Krishna Nagar under Gram Panchayat Shyam Nagar, Swaraj Dweep.
2026_RDPRI_22163_1
EE/PRI/SAD-I/GEN/25-26/209
Open Tender
Civil Works - Buildings
90 days
Shyam Nagar, Swaraj Dweep
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹11,291
11 Mar 2026
2 Mar 2026
9 Mar 2026
3 Mar 2026
9 Mar 2026
3 Mar 2026
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
Electric resistance or induction butt welded tubes
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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 (base metal of minimum 0.45mm thickness with total coating thickness of 0.05mm) 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 using self drilling/ self tapping screws complete :
Ridges plain (500 - 600mm)
Providing and fixing bolts including nuts and washers complete.
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Providing and fixing in position eaves or facia board with 12 mm thick non asbestos plain sheet of HILUX, V Board (conforming to IS-14862:2000,Type-B, Category 3) and 30 cm wide including nailing etc. complete as per the direction of Engineer-in-charge.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Finishing walls with Acrylic Smooth exterior paint of required shade :
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
12 mm cement plaster of mix:
1:4 (1 cement: 4 fine sand)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
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