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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-Finance | L1 | Accepted-Finance ALL DOCUMENTS FOUND CORRECT IN ORDER | |
| 2 | L2₹8.9 L+₹41,426 (4.86%)Accepted-Finance | L2 | Accepted-Finance ALL DOCUMENTS FOUND CORRECT IN ORDER | |
| 3 | L3₹9.8 L+₹1.3 L (14.9%)Accepted-Finance | L3 | Accepted-Finance ALL DOCUMENTS FOUND CORRECT IN ORDER |
Tender Value
₹10.0 L
EMD Value
₹19,971
Closing Date
11 Feb 2020, 11:00 amClosed
EXECUTIVE ENGINEER CIVIL FTR HQ BSF SB
FTR HQ BSF SB
Re Carpeting of Internal road at BSF Campus Narayanpur 44 BN BSF Under SHQ BSF Malda
2020_BSF_540853_1
198/SB FTR/SHQ MLD/e NIT/2019-20
Open Tender
Civil Works - Roads
Item Rate
30 days
MALDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
DIG SHQ BSF Malda A/C No. 11175356058
₹19,971
Yes
17 Feb 2020
1 Feb 2020
12 Feb 2020
1 Feb 2020
11 Feb 2020
1 Feb 2020
Amount
Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity.
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 bituminous surface @ 0.50 Kg / sqm
2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm 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).With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53
Reparing and making up small depressions including repairs to small potoles using .90 cum of 13.2 mm amd .45 Cum of 11.2 mm stone chipping mixed with 44 kG of 80/100 hot bitumen respectively per 1.35 cum of unmixed loose with volume of stone aggregate to make compacted volume of one cubic metre,spread and laid manually and rolling with power roller of 8 to 10 tone capacity, including the cost of all material ,labour and heating of stone chips etc. but excluding cost of tack coat complet.
Reparing and making up small depression I/C repair to small potholes using .90 cum of 22.40 mm size stone aggregate and .45 cum of 13.2 mm size stone aggregate mixed with 40 kg and 23 kg of hot bitumin 80/100 respectively per 1.35 cum of un mixed loose volume of stone aggreeget to make compacted volume of 1 cum spreaded and laid over a take coat of hot bitumen 80/100 including consolidation with road roller 8 to 10 tonne capacity,including the cost of all material,labour and heating of stone aggregate etc complet but excluding the cost of take coat. The stone aggregate of gradation 22.4mm size shall pass 100% through 37.5 mm sieve and 100% retain on 13.2 mm sieve and stone the stone aggregate of gradation 13.2 mm shall pass 100% through.
MALAY KUNDU
KAMAL SAHA
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