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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-Finance | L1 | Accepted-Finance Low Quoted | |
| 2 | L2₹22.3 L+₹2.3 L (11.5%)Accepted-Finance | L2 | Accepted-Finance High Quoted | |
| 3 | L3₹25.2 L+₹5.3 L (26.3%)Rejected-Finance | L3 | Rejected-Finance High Quoted | |
| 4 | L4₹31.9 L+₹12.0 L (60.0%)Rejected-Finance | L4 | Rejected-Finance High Quoted |
Tender Value
₹20.0 L
Closing Date
22 Feb 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 Protection Wall along with C.C Road at Rutland under Gram Panchayat Beodnabad. (Re-Tender)
2021_RDPRI_2311_1
EE/PRI/SAD-I/RR/2020-21/1048
Open Tender
Civil Works - Others
Works
240 days
Beodnabad
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Executive Engineer
Exempted
4 Feb 2022
9 Feb 2021
22 Feb 2021
10 Feb 2021
22 Feb 2021
10 Feb 2021
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 centring and shuttering - All work upto plinth level :
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
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) : 3 graded stone aggregate 20 mm nominal size ).
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) : 3 graded stone aggregate 20 mm nominal size ).
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete.
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars
6 mm cement plaster of mix :
1:3 (1 cement : 3 fine sand)
Providing weep holes of size 50 mm dia with 50 mm dia P.V.C pipe including fitting fixing with gratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-Charge.
50mm dia PVC Pipe
Collection and filling of stone boulder at rear side of walls for filter media.
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 fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Carriage of materials from Kalapahar dinghi ghat to work site for an average lead of 150-50 = 100 Mtrs
Cement
Sand, Chips and metals
Steel
Timber
A J ENTERPRISES
N S CONSTRUCTION
SHARDA CONSTRUCTION
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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