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| 2 | Admitted-Finance | Admitted-Finance |
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| 4 | Admitted-Finance 124 JN ROAD DELANIPUR PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | Admitted-Finance |
| 5 | Admitted-Finance AT 75 JN ROAD HADDO PORT BLAIR SOUTH ANDAMAN PORT BLAIR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | Admitted-Finance |
Tender Value
₹54.9 L
EMD Value
₹1.1 L
Closing Date
9 May 2023, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Improvement and replacement of G.I pipe line of 8 family source, Laxmipur village including construction of CWR and laying of new pipe line under, SD-II, CD, APWD, Diglipur
2023_APWD_10140_1
NIT No. 141/EE/CD/APWD/DP/2022-23
Open Tender
Pipe Laying Works
Works
90 days
Laxmipur Village, Diglipur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.1 L
Yes
9 May 2023
24 Apr 2023
9 May 2023
24 Apr 2023
9 May 2023
25 Apr 2023
24 Apr 2023 - 25 Apr 2023
Amount
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth 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 :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
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 de rived 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 natu- ral 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).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform
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.
Providing and fixing in position copper plate as per design for expansion joints.
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
15 mm cement plaster on the rough side of single or half brick wall of mix :
1:4 (1 cement: 4 fine sand)
12 mm cement plaster finished with a floating coat of neat cement of mix :
1:3 (1 cement: 3 fine sand)
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)
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
Above 40 mm nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
80 mm dia nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
50 to 80 mm nominal bore
Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints :
80 mm diameter pipe
100 mm diameter pipe
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
80 mm diameter pipe
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
100 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
100 mm nominal bore
Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :
100 mm nominal bore
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality:
100 mm diameter pipe
ASHOK BISWAS
Dhananjay Biswas
Mega Engineers and Builders
RAVI REALCONS PRIVATE LIMITED
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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