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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC 107 KRISHNA COLONY MALOUT DISTRICT SRI MUKTSAR SAHIB | MALOUT | SRI MUKTSAR SAHIB | ₹1.8 Cr | L1 | Accepted-AOC Lowest Rate |
| 2 | L2₹2.1 Cr+₹28.7 L (15.8%)Rejected-Finance 180 10 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | ₹2.1 Cr+₹28.7 L (15.8%) | L2 | Rejected-Finance Rejected due to highest rate. |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
30 Dec 2022, 12:00 pmClosed
Executive Engineer
Executive Engineer, Bathinda Canal Division, Bathinda
Reconstruction of Raikot Disty off taking at RD 127300/R of Bathinda Branch (Slice RD 132830 - 151124)
2022_WR_93401_2
15/22A/2022-23
Open Tender
Civil Works - Canal
Item Rate
42 days
Dina (Moga)
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹3.0 L
Yes
Bathinda
7 Mar 2023
9 Dec 2022
30 Dec 2022
9 Dec 2022
30 Dec 2022
10 Dec 2022
21 Dec 2022
Amount
Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- Discharge exceeding 1.5 cum/s
Dismantling brick work tile, masonry or tile lining In cement
Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m.
Dressing of Earthwork for new work or remodeling work.
Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction
Extra for rolling to specifications
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads :-Disposal/carraige from 0 upto 450m
Disposal/ carraige additional beyond 450 m upto 1 km
Disposal/carraige for every additional Km upto 10 Km
Dressing side slopes and preparation of sub grade for lining
Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes
Filling expansion joints with special impervious hot pour 12.5mm wide
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 0 to 1.5 m depth
Cement concrete lining 75 mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant andtransported to the site in transit mixers with an average lead of 1 Km (FOR TRAPEZOIDALSECTION AND CUP SECTION OF ALL RADII)
Providing and laying LDPE film 150 micron over sleepers
Providing and Fixing Distance Marks
Exta bittumen painting at 0.69 kg per sqm
Filling contraction/contruction joint with sealing compound complete in all respect.
Earth work for outlet:- ((d)) Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets. ((ii)) With H more than 0.5 m. but upto 0.9 m
Dismantling O.F., A.P.M.or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry.With H more than 0.5 m. but upto 0.9 m
Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.50 m but upto 0.90 m.
Cement concrete 1:4:8 (a) with brick balast 40mm gauge ii) mixing by mechanical means using concrete mixer volumetric type
First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.
Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (min wt 65 kg)
(18.18) Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
MITTAL CONSTRUCTION COMPANY
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