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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 CrAccepted-AOC 1111 PHASE 3 MODEL TOWN BATHINDA 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | ₹2.7 Cr Quoted ₹2.9 Cr | 1 | Accepted-AOC Awarded |
| 2 | 2₹3.1 Cr+₹22.4 L (7.70%)Rejected-Finance 1 DHANLAXMI CHHIPWAD VALSAD VALSAD GUJARAT 396001 | VALSAD | GUJARAT | 396001 | ₹3.1 Cr+₹22.4 L (7.70%) | 2 | Rejected-Finance Above rate |
Tender Value
₹2.3 Cr
EMD Value
₹4.5 L
Closing Date
28 Dec 2022, 10:00 amClosed
Executive Engineer
Faridkot Canal Division Faridkot
Estimate for Concrete Lining of Sibian Disty RD 6000 to 24616
2022_WR_92936_1
Estimate for Concrete Lining of Sibian Disty RD 60
Open Tender
Civil Works - Canal
Item Rate
40 days
Gholia
Pre Qualification Details
2 documents required · 2 mandatory
₹500
Yes
₹4.5 L
Yes
Faridkot
24 May 2023
28 Nov 2022
30 Dec 2022
28 Nov 2022
28 Dec 2022
28 Nov 2022
2 Dec 2022
Amount
Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road with discharge upto 1.5 cumecs
Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 mtr including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead.
Excavation in soil using hydraulic jcb and hydraulic trolley including cutting and loading in trolley, and transporting to embankment location within all lifts and lead. Total Lead 4.30 km I/C Ist 2.1 km Pucca & last 2.20 km Katcha
Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications
Dressing of Earthwork for new work or remodeling work.
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth
Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 to 3.00 mtr depth
Earthwork excavation in foundation and trenches
Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.
Dag Belling single kassi stroke complete in all respect
Dismantling brick work tile masonary or tile lining in Cement.
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.
Cement concrete lining 75mm thick or less (for 60 mm) 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 (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
Providing and laying cement concrete M-15 for coping mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications
Providing and laying cement concrete M-15 for Sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications
Centering & Shuttering for faces of walls, partitions, retaining walls, & the like (vertical or batening including attached pillasters butresses etc when curved)
Filling Contraction Joint with sealing compound complete in all respect
Filling expansion joint with Sealing Compound. complete in all respect
Extra bitumen painting at 0.69 Kg. per Sqm.
Providing & laying 250 mm wide Polythene LDPE Film 150 micron over sleepers
Earth work involved in dismantling Open flume A.P.M or O.S.M type Outlet (Including excavation refilling,consolidation and dressing with 'H' upto 0.5 m
Dismantling O.F.,A.P.M.or O.S.M. type outlet consistion of total total dismantling i.e.concrete R.C. Slab andcement masonry.with 'H'upto 0.5 m
Earth work involved in construction new O.F A.P.M or O.S.M type Outlet. With 'H' 0.5 m to 0.9m. CSR Item No 20. Id (ii)
Extra Labour for dressing of bricks for outlet with 'H' 0.5 m to 0.9m. CSR Item No 20.10(ii)
Making temporary A.P.M Block and fixing at site In case of outlet where no dismantling and reconstructing of gullet walls is involved
Cement concrete 1:3:6 mixing by manual menas with stone ballast or shingle using concrete mixer volumetric type
First class burnt brick work laid in cement sand morttar 1;4 in foundation and plinth
Cold twisted detormed (Ribbed/Tor steel) Bars (Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not incluidng in the complete rate of RCC including bending and placing in position complete.
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 foundation and plinth.
Centering and shuttering for wall
Centering shuttering For slab
Any other Item
V.K.& SONS
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