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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.8 LAccepted-Finance | L1 | Accepted-Finance Low Quoted | |
| 2 | L2₹37.5 L+₹1.7 L (4.88%)Accepted-Finance | L2 | Accepted-Finance High Quoted | |
| 3 | L3₹37.9 L+₹2.1 L (5.80%)Accepted-Finance | L3 | Accepted-Finance High Quoted | |
| 4 | L4₹41.6 L+₹5.8 L (16.2%)Accepted-Finance GOVT CONTRACTOR 1 32 MOHAMMED HOUSE 23 JIRGATANG SOUTH ANDAMAN PIN 744206 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744206 | L4 | Accepted-Finance High Quoted | |
| 5 | L5₹44.4 L+₹8.6 L (24.1%)Accepted-Finance | L5 | Accepted-Finance High Quoted |
Tender Value
₹38.6 L
Closing Date
25 Aug 2021, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Port Blair, South Andaman
Construction of Black Top Road from Radha Govind Temple to Bhagat Ram house at Tushnabad Ward No.06 under Gram Panchayat Tushnabad. (Balance Work)
2021_RDPRI_3488_1
EE/PRI/SAD-I/RR/2021-22/1135
Open Tender
Civil Works - Roads
Works
300 days
Tushnabad
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer, PRI, SAD-I
Exempted
12 Feb 2022
11 Aug 2021
25 Aug 2021
12 Aug 2021
25 Aug 2021
12 Aug 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 50m.
All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level.
1:3:6 (1 cement : 3 coarse sand (zone-III) :6 graded stone aggregate 40 mm nominal size).
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
Foundations, footings, bases of columns, etc. for mass concrete.
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.
40mm thick with 20mm nominal size stone aggregate.
12 mm cement plaster of mix :
1:4 ( 1 cement : 4 fine sand )
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.
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity 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 to the required density .
Supplying and stacking at site.
90 mm to 45 mm size stone aggregate
63 mm to 45 mm size stone aggregate
53 mm to 22.4 mm size stone aggregate
Stone screening 13.2 mm nominal size (Type A)
Stone screening 11.2 mm nominal size (Type B)
Moorum
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
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 W.B.M. @ 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 (tack coat to be paid for separately). (Use shredded plastic @10% of total bitumen i.e 90% VG-30 & 10% shredded plastic).
With paving Asphalt grade VG - 30 with no solvent
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.
Painting road surface marking with adequate no. of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.
New work (Two or more coats).
AG Construction
M/S SUNDARAM CONSTRUCTION
Haneefa Constructions
ANAND TRADERS AND CONSTRUCTION
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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