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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.5 LAccepted-AOC 1 46 MAIN ROAD THEVARKULAM TIRUNELVELI DISTRICT | TIRUNELVELI | TAMIL NADU | 627001 | L1 | Accepted-AOC The Lowest Rate Quoted | |
| 2 | L2₹45.2 L+₹70,008.51 (1.57%)Rejected-Finance | L2 | Rejected-Finance The Highest Rate Quoted |
Tender Value
Refer Docs
EMD Value
₹46,000
Closing Date
26 Nov 2020, 3:00 pmClosed
Project Director
DRDA ,Tirunelveli
Up gradation of Mela Elanthaikulam to Paneeroothu Road in Manur Block
2020_RDTN_184664_1
A2/4520/2020 tnrris under 80 CGF 2020 21 tnv
Open Tender
Civil Works
Item Rate
180 days
Tirunelveli District
scanned copy of pre qualification details
3 documents required · 3 mandatory
₹0
₹46,000
DRDA ,Tirunelveli
4 Jan 2021
10 Nov 2020
26 Nov 2020
10 Nov 2020
26 Nov 2020
20 Nov 2020
16 Nov 2020
Amount
1) Strengthening of Mela Elanthaikulam to Paneeruthu road Km 0/0-1/4 in Manur Panchayat union
Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. Km 0/0 -1/400
Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for solling including hire charges for consolidation etc. complete.
Construction of Granular Sub base by providing well graded material (63mm to 26.5mm @ 35%, 26.5mm to 4.75 @ 45% and 4.75 mm below @ 20%) & spreading in uniform layers with tractor with grader on prepared surface mixing by mix in place method with rotovator at
Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/0 -1/400
Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/0 -1/400
Providing and laying open graded premix carpet of 20mm compacted thick using 0.18 cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.6 kg of bitumen for 10 sqm of premix carpet including laying of seal coat type A over the premix carpet using 0.09 cum of 6.7 mm IRC size HBG machine crushed chips with 9.8 kg of 60/70 grade bitumen per 10 sqm including cost and conveyance of chips and stacking them to departmental gauge for premeasurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including spreading the same and finishing and compacting the same by vibrator rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and vibrator rolling seperately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for CMP vibrator roller 80-100 KN capacity and all incidental charges etc., complete. (Using Paver Finisher & Vibrator Roller) Km 0/0 -1/400
Provision for Hectametre stone of size 0.75mx0.23mx0.10m
Provision for Kilometre Stone
Sub Estimate: Construction of Pipe Culvert at chainage
Earthwork excavation in all clauses of Soils and Subsoils except hard rock requiring blasting including Shoring, Strutting and dressing the excavation upto sill level to maintain the foundation width as per the specifications SS 20B etc., complete
Cement concrete 1:4:8 mix using 40mm ISS HBGS metal laid in layers not more than 15cm thick inculding cost and coveyance of all materials to site, labour charges for mixing ,laying,compacting and curing etc complete., For Foundation - Base Concrete
Supplying and erection Steel Centering for sides and soffits inculding necessary supports and structing for plain surfaces such as RCC Slab, Lintel, Beam, Column, Sunshade including cost and coveyance of all materials to site and all other incidental charges etc complete.,
Cement concrete 1:3:6 mix using 40mm ISS HBGS metal laid in layers not more than 15cm thick inculding cost and coveyance of all materials to site, labour charges for mixing ,laying,compacting and curing etc complete.,
Supply and fixing of 900mm dia RCC Humes Pipe NP3
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
S MAHARAJAN
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