Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹24.1 LAccepted-Finance | 1 | Accepted-Finance Being L1 | |
| 2 | 2₹26.9 L+₹2.8 L (11.7%)Accepted-Finance GOVT CONTRACTOR 1 32 MOHAMMED HOUSE 23 JIRGATANG SOUTH ANDAMAN PIN 744206 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744206 | 2 | Accepted-Finance Being L2 | |
| 3 | 3₹26.9 L+₹2.8 L (11.7%)Accepted-Finance | 3 | Accepted-Finance Being L3 | |
| 4 | 4₹27.0 L+₹2.9 L (12.1%)Accepted-Finance | 4 | Accepted-Finance Being L4 | |
| 5 | 5₹28.2 L+₹4.1 L (16.9%)Accepted-Finance | 5 | Accepted-Finance Being L5 |
Tender Value
₹29.0 L
EMD Value
₹57,979
Closing Date
27 Jun 2022, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
Construction of RCC retaining wall 2.5 mtr ht for a length of 41.80 m of Police Station, Kadamtala under CD-I, Rangat.
2022_APWD_6266_1
07/DB/CDI/RGT/2022-23
Open Tender
Civil Works - Others
Item Rate
60 days
Kadamtala
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹57,979
7 Jul 2022
17 Jun 2022
28 Jun 2022
17 Jun 2022
27 Jun 2022
17 Jun 2022
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-in-charge.
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 :
1:4:8 (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, ifnishing 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. 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
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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.
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.
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
12 mm cement plaster of mix :
1:4 (1 cement: 4 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)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Providing and fixing PVC pipe for weep hole in walls etc. as per the direction of Engineer-in-chagre.
75 mm dia.
Providing and laying stone aggregate of size 90mm to 45mm as a filter media in CC/RCC works as per direction of Engineer-in-charge.
Haneefa Constructions
KANTI BALA
SUBHASH CHANDRA MONDAL
C. KANDASAMY
ARJUN MANDAL
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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 .