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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAdmitted-Finance F 3 FIRST FLOOR IMTIYAS COMPLEX NEAR JAMIYA MASZID PANDITHWADA PONDA GOA | ₹1.8 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Dis Qualifies in Technical Bid |
| Sl No | Description | Qty | Unit | CHERKALA CONSTRUCTIONS PVT. LTD. L1 |
|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location
within all lifts and lead upto 1000m) | 1,308 | cum | 60 ₹78,480 Lowest |
| 2.00 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc.complete | 204 | cum | 1,200 ₹2,44,800 Lowest |
| 3.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
A) PCC Grade M15 | 102 | cum | 5,300 ₹5,40,600 Lowest |
| 4.00 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
B) PCC Grade M20 | 2,103 | cum | 6,500 ₹1,36,69,500 Lowest |
| 5.00 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge
B) 75 mm dia | 180 | RM | 200 ₹36,000 Lowest |
| 6.00 | Providing and laying of Filter media with granularmaterials/stone crushed aggregates satisfying therequirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | 540 | cum | 1,000 ₹5,40,000 Lowest |
| 7.00 | Stone pitching of 22.5 cms thick using laterite stone of approved quality in cement mortar 1:5( 1 cement : 5 coarse sand) including supplying of stone and preparing surface etc. complete. | 1,800 | Sq.M. | 400 ₹7,20,000 Lowest |
| 8.00 | Rate Analysis -I
Disposal of Surplus excavated Eart material including carriage by tipper truck within a lead of 2.00 Kms. | 1,308 | cum | 50 ₹65,400 Lowest |
| 9.00 | Rate Analysis -II
RA laying reinforce cement concrete pipe NP4/prestressed pipe for culvert 1000mm dia | 65 | RM | 8,000 ₹5,20,000 Lowest |
| 10.00 | Embankment Construction with Material Obtained
from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | 1,500 | cum | 280 ₹4,20,000 Lowest |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
28 Apr 2023, 5:30 pmClosed
Executive Engineer WD XV NH
Ponda Goa
Slope stabilization work of slope and construction of breast wall toe wall in various stretches between Km 84 00 to Km 97 00 Ghat section on NH 4A 748 in the state of Goa.
2023_MoRTH_748857_1
PWD/WDXV(NH)/ASW/23-24/01
Open Tender
Civil Works - Highways
Item Rate
180 days
work
Tender fee Rs. 2000 to be submitted through the portal bharatkosh.gov.in scanned copy of the receipt shall be sent by e mail to official ID and the same shall be uploaded on the portal.
6 documents required · 6 mandatory
₹2,000
GM MoRTH
₹4.4 L
6 Jun 2023
12 Apr 2023
4 May 2023
12 Apr 2023
28 Apr 2023
12 Apr 2023
Amount
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc.complete
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A) PCC Grade M15
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications B) PCC Grade M20
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge B) 75 mm dia
Providing and laying of Filter media with granularmaterials/stone crushed aggregates satisfying therequirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Stone pitching of 22.5 cms thick using laterite stone of approved quality in cement mortar 1:5( 1 cement : 5 coarse sand) including supplying of stone and preparing surface etc. complete.
Rate Analysis -I Disposal of Surplus excavated Eart material including carriage by tipper truck within a lead of 2.00 Kms.
Rate Analysis -II RA laying reinforce cement concrete pipe NP4/prestressed pipe for culvert 1000mm dia
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier \providing and erecting "W" Beam Crash barrier comprising of following three factory made unites-viz. 1) W Beam 2) Spacer Block 3) Vertical Post. The "W" beam 3mm thick cold roll formed guard rail raw material Conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 150mm* 75mm & 5mm thick, 33cm height spaced 2meter centre to centre, fixed to Vertical Post C-channel of size 150mm*75mm&5mm thick cold roll formed section made from HR coils raw material conforming to IS 5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa, with 70cms free height above road or Ground level, and embedded to 110cms deep in cement concrete block of size 35cm*35*115cm or as directed by Engineer Incharge, assembled & fixed as per drawings of MORTH&H Circular No.RW/NH/33022/1/94-DO/III, dated 24/6/1994 & construction operation as per 811 or revevant MORT&H specifications for Roads & Bridge Works (latest edition). All fittings (bolts, nuts, fasteners, washers etc.) shall be conforming to IS:1367 & IS:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS specifications all etc. complete
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