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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.9 LAccepted-Finance | ₹26.9 L | L1 | Accepted-Finance Responsive |
| 2 | L2₹31.2 L+₹4.2 L (15.7%)Accepted-Finance SHADIPUR NEAR CORPORATIVE BANK SHADIPUR SOUTH ANDAMAN ANDAMAN NICOBAR 744106 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744106 | ₹31.2 L+₹4.2 L (15.7%) | L2 | Accepted-Finance Responsive |
| 3 | L3₹32.0 L+₹5.1 L (18.8%)Accepted-Finance | ₹32.0 L+₹5.1 L (18.8%) | L3 | Accepted-Finance Responsive |
| 4 | L4₹40.3 L+₹13.3 L (49.5%)Accepted-Finance | ₹40.3 L+₹13.3 L (49.5%) | L4 | Accepted-Finance Responsive |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-GST Suspended |
Tender Value
₹39.5 L
EMD Value
₹79,027
Closing Date
30 Aug 2023, 3:00 pmClosed
EE PBSD APWD Port Blair
EE PBSD APWD Port Blair
Repair and Renovation of Ganga Block at JNRM Girls Hostel, Port Blair
2023_APWD_11288_1
NIT No.38/EE/PBSD/2023-24
Open Tender
Civil Works - Others
Works
180 days
JNRM Port Blair
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹79,027
14 Sept 2023
16 Aug 2023
30 Aug 2023
16 Aug 2023
30 Aug 2023
16 Aug 2023
Amount
Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
75mm average thickness
Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
Bars upto 12 mm diameter
Bars above 12 mm diameter
Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
Upto and including 12mm dia.
Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-in-charge complete in all respect.
SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super-Plasticiser for rendering concrete as flowable and SBR polymer but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering, strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
75mm thick in Grade M 25 with cement content not less than 330 kg per cum
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).
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Suspended floors, roofs, landings, balconies and access platform
Stairs, (excluding landings) except spiral-staircases
Weather shade, Chajjas, corbels etc., including edges
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
With cement mortar 1:4 (1 cement : 4 fine sand)
Wall painting with acrylic emulsion paint, 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 coat
Finishing walls with Acrylic Smooth exterior paint of required shade :
Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
Water thinnable cement primer
Wall painting with acrylic emulsion 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)
Replacement of reinforcemnet as additional bars including bending, cutting, weldding and fixing excluding cost of steel all labour charges minor tools etc complete.
TMT Bars
Core cutting in RCC to provide free flow of concrete of required dia including cost of Labours tools and plants etc. complete as per the direction in Engineer in Charge.
M/S TRIPATHI AND BROTHERS
T ROBERT KENNEDY
HAZRA CONSTRUCTION
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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