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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.4 LAdmitted-Finance VALLUVAR NAGAR BAMBOOFLAT SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | L1 | Admitted-Finance | |
| 2 | L2₹18.1 L+₹64,754.85 (3.72%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹18.1 L+₹72,485.60 (4.16%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹18.2 L+₹76,521.88 (4.39%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹18.3 L+₹91,593.01 (5.26%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S TANISHA ENTERPRISES L3 | M/s Ammu Construction L1 | CRESCENT CONSTRUCTION L7 | KMS CONSTRUCTION L4 | SHUVAM CONSTRUCTION L6 | M Mohammed Aslam L2 | Rising Construction Co-Operative Society Ltd L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Earth 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-incharge. | ||||||||||
| 1.01 | All kinds of soil. | 16.97 | cum | 500 ₹8,485 | 110 ₹1,866.7 | 150 ₹2,545.5 | 200 ₹3,394 | 100 ₹1,697 Lowest | 200 ₹3,394 | 190 ₹3,224.3 |
| 2.00Earth 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, 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. | ||||||||||
| 2.01 | All kinds of soil. | 60.45 | cum | 250 ₹15,112.5 | 120 ₹7,254 | 140 ₹8,463 | 180 ₹10,881 | 100 ₹6,045 Lowest | 200 ₹12,090 | 250 ₹15,112.5 |
| 3.00 | 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. | 74.08 | cum | 250 ₹18,520 | 45 ₹3,333.6 Lowest | 60 ₹4,444.8 | 150 ₹11,112 | 50 ₹3,704 | 100 ₹7,408 | 203 ₹15,038.24 |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 5.17 | cum | 3,000 ₹15,510 | 1,500 ₹7,755 | 1,000 ₹5,170 Lowest | 1,500 ₹7,755 | 2,500 ₹12,925 | 2,700 ₹13,959 | 3,400 ₹17,578 |
| 5.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||||
| 5.01 | 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) | 12.09 | cum | 6,500 ₹78,585 | 6,750 ₹81,607.5 | 6,000 ₹72,540 Lowest | 7,500 ₹90,675 | 6,500 ₹78,585 | 7,200 ₹87,048 | 7,550 ₹91,279.5 |
| 5.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size derived from natural sources). | 12.8 | cum | 6,500 ₹83,200 Lowest | 7,250 ₹92,800 | 6,800 ₹87,040 | 8,000 ₹1,02,400 | 8,500 ₹1,08,800 | 7,800 ₹99,840 | 7,950 ₹1,01,760 |
| 6.00 | providing and laying hollow cement concrete block walling upto floor five level 200 mm thick consisting of hollow block of size 400 mm x 200 mm x 200 mm of mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 10 mm nominal size and down size ) having a crushing strength of 3.5 N/ Sqm at 28 days as per IS: 2185 (Part-I) laid in cement mortar 1:6 (1 cement : 6 coarse sand ) up to floor five level. | 3.97 | cum | 8,500 ₹33,745 Lowest | 9,500 ₹37,715 | 11,000 ₹43,670 | 8,800 ₹34,936 | 8,500 ₹33,745 Lowest | 9,000 ₹35,730 | 10,100 ₹40,097 |
Tender Value
₹26.4 L
EMD Value
₹52,768
Closing Date
6 Nov 2025, 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 Volleyball Court by Providing Courtyard, Stage, Benches, Lightening with Fencing near Panighat Jetty at Hope Town Ward No. 03 under Gram Panchayat Hope Town.
2025_RDPRI_20337_1
EE/PRI/SAD-I/GEN/25-26/134
Open Tender
Civil Works - Others
Works
180 days
Hope Town
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹52,768
12 Nov 2025
27 Oct 2025
7 Nov 2025
28 Oct 2025
6 Nov 2025
28 Oct 2025
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-incharge.
All kinds of soil.
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.
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.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size derived from natural sources).
providing and laying hollow cement concrete block walling upto floor five level 200 mm thick consisting of hollow block of size 400 mm x 200 mm x 200 mm of mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 10 mm nominal size and down size ) having a crushing strength of 3.5 N/ Sqm at 28 days as per IS: 2185 (Part-I) laid in cement mortar 1:6 (1 cement : 6 coarse sand ) up to floor five level.
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 walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering,finishing and reinforcement.
1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5coarse sand : 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 of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Columns, Pillars, Piers, Abutments, Posts and Struts
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 mild steel round holding down bolts with nuts and washer plates complete.
Providing and fixing bolts including nuts and washers complete.
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
Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
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 Engineer- in-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)
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers pecifications :
Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Providing and fixing in position eaves or facia board with 12 mm thick non asbestos plain sheet of HILUX Board and 30 cm wide including nailing etc complete as per the direction of Engineer - in - charge.
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
Dark shade pigment using ordinary cement
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
M Mohammed Aslam (BID ID -60193)
M/S TANISHA ENTERPRISES (BID ID -60217)
KMS CONSTRUCTION (BID ID -60170)
Rising Construction Co-Operative Society Ltd (BID ID -60100)
SHUVAM CONSTRUCTION (BID ID -60025)
CRESCENT CONSTRUCTION (BID ID -60230)
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