Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹9.5 L+₹42,225.38 (4.64%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹9.8 L+₹65,248.45 (7.17%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹9.9 L+₹77,924.37 (8.56%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹9.9 L+₹82,511.13 (9.06%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KARTICK BAROI L5 | Brijesh Tiwari L6 | SHRI. BINOY SARKAR L2 | P L PALANIVELU L7 | Rajesh Halder L1 | A.S ENGINEERING WORKS L3 | SHRI. NISHITH KUMAR MISTRY L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||||||
| 1.01 | All kinds of soil. | 31.89 | cum | 220 ₹7,015.8 Lowest | 350 ₹11,161.5 | 400 ₹12,756 | 437 ₹13,935.93 | 400 ₹12,756 | 250 ₹7,972.5 | 320 ₹10,204.8 |
| 2.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 15.95 | cum | 120 ₹1,914 Lowest | 250 ₹3,987.5 | 300 ₹4,785 | 417 ₹6,651.15 | 380 ₹6,061 | 200 ₹3,190 | 300 ₹4,785 |
| 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 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 40 mm nominal size derived from natural sources) | 2.65 | cum | 10,300 ₹27,295 | 11,500 ₹30,475 | 9,010 ₹23,876.5 Lowest | 10,780 ₹28,567 | 9,800 ₹25,970 | 10,999 ₹29,147.35 | 11,800 ₹31,270 |
| 3.02 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 5.66 | cum | 9,400 ₹53,204 | 10,500 ₹59,430 | 8,450 ₹47,827 Lowest | 9,390 ₹53,147.4 | 9,000 ₹50,940 | 8,999 ₹50,934.34 | 9,900 ₹56,034 |
| 4.00Providing 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 : | ||||||||||
| 4.01 | 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) | 7 | cum | 13,300 ₹93,100 | 14,500 ₹1,01,500 | 13,500 ₹94,500 | 15,327 ₹1,07,289 | 12,900 ₹90,300 Lowest | 13,999 ₹97,993 | 13,800 ₹96,600 |
| 5.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). | 2.55 | cum | 13,600 ₹34,680 | 14,500 ₹36,975 | 13,500 ₹34,425 | 15,490 ₹39,499.5 | 12,990 ₹33,124.5 Lowest | 14,872 ₹37,923.6 | 16,000 ₹40,800 |
| 6.00Reinforced cement concrete work in walls (any thickness), including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | ||||||||||
Tender Value
₹13.8 L
EMD Value
₹27,520
Closing Date
21 Aug 2025, 3:00 pmClosed
Executive Engineer PRI, NMA, Mayabunder
Office of Executive Engineer PRI, NMA, Mayabunder
Beautification and construction of Segregation Shed at Madhupur SWM Cluster in North and Middle Andaman District under Gram Panchayat, Madhupur..
2025_RDPRI_19600_1
56/EE/PRI/NMA/MB/25-2026
Open Tender
Civil Works - Buildings
Works
180 days
Madhupur
Refer Tender Document
5 documents required · 5 mandatory
₹500
The Executive Engineer PRI, NMA, Mayabunder
₹27,520
25 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
21 Aug 2025
14 Aug 2025
Amount
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 40 mm nominal size derived from natural sources)
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
Reinforced cement concrete work in walls (any thickness), including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
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 for
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
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.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :
New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
40 mm wide and 4 mm thick
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.
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
Providing and fixing bolts including nuts and washers complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (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. 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 Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (12.50 .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 of total coated thickness 0.50mm (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)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
White washing with lime to give an even shade :
New work (three or more coats)
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 Palverised sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick stone aggregate 40 mm nominal size, well rammed and consolidated and grouted with Pulverised sand including necessary excavation, levelling & dressing & finishing the top smooth.
Providing and laying Hollow cement concrete black walling 200 mm thick consisting of hollow block of size 400x200x200mm of mix 1:3:6 (1:cement:3 pulverised sand: 6 graded stone aggregates of 10 mm normal size) laid in cement martar 1:6(1cement: 6 sand).
Providing cement concrete surface drain with CC 1:3:6(1:cement, 3:sand, 6:graded Stone Aggregate 40 mm normal size), including earthwork in excavation, 10 cm thick bed concrete and 15 cm thickside walling, finishing with 12mm thich cement plaster 1:4 and a floating coast of neat cement on top sides and inside disposal of surplus earth etc complete.
23 x 23cm Surface drain.
Providing and fixing 300mm wide facia board or facia boards made of IS marked water proof playwood (BWR) of approved make/ brand, fixed to frame connected to truss with nuts and bolts, all complete as directed by enginner-in-charge.30 cm wide including fixing to frame wherever necessary (frame work to be paid separately)
SHRI. BINOY SARKAR (BID ID -57705)
A.S ENGINEERING WORKS (BID ID -57657)
SHRI. NISHITH KUMAR MISTRY (BID ID -57706)
KARTICK BAROI (BID ID -57666)
Brijesh Tiwari (BID ID -57724)
P L PALANIVELU (BID ID -57696)
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .