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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹1.4 Cr+₹24.2 L (20.5%)Rejected-Finance MANSA | PATIALA | PUNJAB | 140401 | ₹1.4 Cr+₹24.2 L (20.5%) | L2 | Rejected-Finance Higher tender rates from the lowest bidder |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
29 Oct 2021, 12:00 pmClosed
Executive Engineer, Abohar Canal Division Abohar
Executive Engineer, Abohar Canal Division Abohar
Reconstruction( in Concrete Lining) of Daultpura Minor from RD 10000-15000
2021_WR_74228_9
E-Tendering Notice No.03/Abohar Canal Division /20
Open Tender
Civil Works - Canal
Item Wise
FAZILKA
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,000
Yes
₹2.0 L
Yes
6 Dec 2021
14 Oct 2021
29 Oct 2021
14 Oct 2021
29 Oct 2021
14 Oct 2021
Amount
Dismantling of brick Masonry laid in CSM (CSR 8.5 b)
Dismantling of Plain Concrete 1:3:6 ( CSR 8.6 c)
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 with disposal (with an avg. lead 9.34 km 1st 1.5 km & last 1.84 km katcha ) CSR 19.38
Earth work excavation in ordinary soil, exclusive of compensation of earth Earth work undressed with a combined lead upto 15 metres including breaking of clods. CSR 6.2 (b)
Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.[ CSR 24.5 b (i) & (ii) ]
E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) (CSR 19.23 a)
E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (1.50 mtr - 3 mtr depth) (CSR 19.23 b )
Dressing of side slopes and preparation of subgrade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR 19.02)
Dressing of bed and preparation of subgrade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR 19.01)
Earth work in excavation in foundations 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 sides 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 lead of 30 metres.( CSR 6.6)
Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:2:4 (M-15)Machine mixed concrete lining on side slopes for vertical height upto 3.5 m. CSR 19.23 b
Extra bitumen painting at 0.69 Kg. per Sqm (as per IS 3384-1985 )(CSR item 13.54 )
Supplying and Laying LDPE film of 150 microm over sleepers (for construction & expansion joints) I/C carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(M-73)
Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or battening including pillastering, buttresses etc. when curved)(CSR 9.3)
Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.(CSR Item 19.12)
Cement concrete lining 75mm 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 and transported to the site in transit mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (CSR 19.40)
Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications (CSR item 24.61 B)
Dressing of earth work for new work or remodeling work Unit CSR 6.3 (i)
Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge exceeding 1.5 Cum/s but upto 4.5 Cum/s including boundary road[CSR 26.24 b]
Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications CSR 24.37[c)
Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications CSR 24.39
Making sirki sarkanda temporary godown (3Mx3M) with walls 2.5 Mtr. height 1.5 brick thick burnt bricks laid dry excluding the cost of bricks but i/c the cost of other material.(CSR 26.30 )
Any Other
BRIJ LAL GOVT CONTRACTOR
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