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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.0 L+₹56,052.40 (12.6%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Due to Experience not as per NIT condition |
| Sl No | Description | Qty | Unit | Shri V R Subramani L2 | M/s. A. S. ENTERPRISES L1 |
|---|---|---|---|---|---|
| 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, 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. | |||||
| 1.01 | All kinds of soil. | 12.39 | cum | 300 ₹3,717 Lowest | 400 ₹4,956 |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 1.56 | cum | 6,200 ₹9,672 Lowest | 8,000 ₹12,480 |
| 2.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | 5.35 | cum | 7,800 ₹41,730 Lowest | 9,000 ₹48,150 |
| 3.00Providing 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 : | |||||
| 3.01 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | 2.84 | cum | 10,500 ₹29,820 Lowest | 11,000 ₹31,240 |
| 4.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering,finishing and reinforcement. | |||||
| 4.01 | 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 0.58 | cum | 10,500 ₹6,090 Lowest | 11,000 ₹6,380 |
| 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 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). | 0.68 | cum | 10,500 ₹7,140 Lowest | 11,000 ₹7,480 |
Tender Value
₹5.6 L
EMD Value
₹11,215
Closing Date
17 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 Community Sanitary Complex near Cargo Dinghy Jetty at Bimblitan Ward No. 01 under Gram Panchayat Sippighat.
2025_RDPRI_20503_1
EE/PRI/SA/SBM(G)GEN/25-26/132
Open Tender
Civil Works - Buildings
Works
120 days
Bimblitan, Sippighat
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹11,215
20 Nov 2025
10 Nov 2025
18 Nov 2025
11 Nov 2025
17 Nov 2025
11 Nov 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, 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 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) : 8 graded stone aggregate 40 mm nominal size)
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
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): 3 graded stone aggregate 20 mm nominal size).
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).
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.
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
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Columns, Pillars, Piers, Abutments, Posts and Struts
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 hollow cement concrete block walling upto floor five level 100 mm thick consisting of hollow block of size 400 mm x 100 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.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
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 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
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
Using M.S. angels 40x40x6 mm for diagonal braces
Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
One or more coats on old work
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick ement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade 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 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 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 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)
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
15 mm nominal outer dia Pipes
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
25 mm nominal dia Pipes
Providing and fixing brass bib cock of approved quality :
15 mm nominal bore
Providing and fixing brass stop cock of approved quality :
15 mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
25 mm nominal bore
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all ittings and fixtures complete, including cutting and making good the walls and floors wherever required :
W.C. pan with ISI marked white solid plastic seat and lid
Providing and fixing soil, waste and vent pipes :
100 mm dia
Sand cast iron S&S pipe as per IS: 1729
75 mm diameter :
Sand cast iron S&S pipe as per IS: 1729
Providing and fixing single equal plain junction of required degree :
Sand cast iron S&S as per IS - 1729
Sand cast iron S&S as per IS - 1729
Providing and fixing plain bend of required degree.
100 mm dia
Sand cast iron S&S as per IS - 1729
75 mm dia
Sand cast iron S&S as per IS - 1729
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
100 mm dia
Sand cast iron S&S as per IS - 1729
75 mm dia
Sand cast iron S&S as per IS - 1729
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
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.
Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
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
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:4 (1 cement: 4 fine sand)
Shri V R Subramani (BID ID -60652)
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