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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹30.9 LAccepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹30.9 L | 1 | Accepted-Finance First Lowest |
| 2 | 2₹34.2 L+₹3.3 L (10.5%)Accepted-Finance | ₹34.2 L+₹3.3 L (10.5%) | 2 | Accepted-Finance Second position |
| 3 | 3₹37.0 L+₹6.1 L (19.7%)Accepted-Finance | ₹37.0 L+₹6.1 L (19.7%) | 3 | Accepted-Finance Third Position |
| 4 | 4₹39.3 L+₹8.4 L (27.1%)Accepted-Finance | ₹39.3 L+₹8.4 L (27.1%) | 4 | Accepted-Finance Forth Position |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹36.8 L
EMD Value
₹73,694
Closing Date
22 Jun 2022, 3:00 pmClosed
Executive Engineer, Port Blair North Division
Office of the Executive Engineer, Port Blair North Division APWD, Port Blair
Providing preventive measures to avoid water logging in Govt. Sr. Sec. School, Mohanpura under SD II, PBND, APWD, Port Blair
2022_APWD_6167_1
NIT No.14/EE/PBND/2022-23
Open Tender
Civil Works - Buildings
Item Rate
120 days
Port Blair, South Andaman
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹73,694
24 Jun 2022
10 Jun 2022
24 Jun 2022
10 Jun 2022
22 Jun 2022
10 Jun 2022
10 Jun 2022 - 17 Jun 2022
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 :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases for columns
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand 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.
Providing, hcisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of 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).
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.
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)
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
Providing cement concrete surface drain including earthwork excavation 10 cm thick base concrete and 15 cm thick side wall with 1:3:6 ( 1 cement : 3 Coarse sand: 6 graded stone aggregate of 40 mm nominal size) cement concrete finished with 1:4 (1 cement : 4 sand) a floating coat of neat cement inside the drain and its top and exposed surface including earthwork in excavation and disposed of surplus earth etc.
23 X 23cm surface drain.
Supplying and filling of quarry dust within an average lead of 7.0 Km including carriage from Brookshabad quary loading, unloading, sprinking of water and compaction etc complete.
K P TRADING AND COMPANY PRIVATE LIMITED
NIKHIL BISWAS
T ROBERT KENNEDY
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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