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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance ANARKALIBASTI SRI VIJAYA PURAM PIN 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | Admitted-Finance |
| 3 | Admitted-Finance WARD NO 1 CALICUT PORT BLAIR SOUTH ANDAMAN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹18.0 L
EMD Value
₹35,995
Closing Date
14 Sept 2023, 3:00 pmClosed
EEZPSA
O/o Executive Engineer Zilla parishad South Andaman
Construction of Black top Road and drain near CIARI NH-4 to D Toppo house at Chouldari 03 under Zilla Parishad South Andaman
2023_OEEPB_11431_1
EE/ZP/SA/2023-2024/48
Open Tender
Civil Works - Roads
Works
180 days
Chouldari-03
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹35,995
Yes
18 Sept 2023
6 Sept 2023
15 Sept 2023
7 Sept 2023
14 Sept 2023
7 Sept 2023
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-incharge.
All kinds of soil
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m :
All kinds of soil
Carriage of earth by mechanical transport including, loading, unloading & stacking for an average lead of 1km.
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
Providing and Laying spreading and compacting stone aggregate of specified sizes to WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting of the required density. (Rate is inclusive of all materials, labours, machineries etc).
Sub-base with stone aggregate 90 mm to 45 mm including stone screening 13.20mm.
Sub-base with stone aggregate 63 mm to 45 mm including stone screening 13.20mm.
Sub-base with stone aggregate 53 mm to11.20 mm including stone screening 11.20mm.
Providing and applying tack coat using hot straight run bitumen of grade VG - 10 including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
On WBM @ 0.75 Kg / sqm.
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (use shredded plastic @ 10% of total bitumen ie 90% VG 30 & 10% shredded plastic).
With paving Asphalt grade VG - 30 with no solvent ( 90% bitumenVG 30 & 10% shredded plastic)
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
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 up to 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources :6 graded stone aggregate 40 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. .
12 mm cement plaster of mix :
1:4 (1 cement: 4 river sand)
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
SEVEN HILLS INDUSTRY
M/S UMADEVI
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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