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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Finance | ₹4.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.8 Cr+₹13.5 L (2.92%)Admitted-Finance H NO 344 HARGOBIND COLONY BAHADURGARH DISTT PATIALA | BAHADURGARH | PATIALA | ₹4.8 Cr+₹13.5 L (2.92%) | L2 | Admitted-Finance |
| 3 | L3₹5.1 Cr+₹42.7 L (9.24%)Admitted-Finance 22 KAILASH BUILDING KUTCHERY ROAD RANCHI GPO NEAR SHAHEED CHOWK RANCHI JHARKHAND 834001 | RANCHI | JHARKHAND | 834001 | ₹5.1 Cr+₹42.7 L (9.24%) | L3 | Admitted-Finance |
| 4 | L4₹5.1 Cr+₹47.2 L (10.2%)Admitted-Finance | ₹5.1 Cr+₹47.2 L (10.2%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Anmol Construction Company L2 | M/S Shree Karni traders L1 | KAILASH AND COMPANY L3 | SUKHMANDER SINGH CONTRACTOR L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cutting and burning cactus and thorny bushes and sarkanda. | 22,860 | Per m² | 0.5 ₹11,430 | 2 ₹45,720 | 2 ₹45,720 | 0.2 ₹4,572 Lowest |
| 2.00 | Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level | 835.91 | Per m² | 1 ₹835.91 | 4.75 ₹3,970.57 | 6.75 ₹5,642.39 | 0.68 ₹568.42 Lowest |
| 3.00 | De-watering by pumping water to maintain desired level including cost of POL/ power consumption etc complete
10 to 19 HP | 191 | Per hour | 50 ₹9,550 | 150 ₹28,650 | 255 ₹48,705 | 25.5 ₹4,870.5 Lowest |
| 4.00 | Silt clearance/ Removal of blown sand/ berm unloading undressed with combined lead up to 50m for lined canal section for FSD more than 2m | 15,849.6 | Per m³ | 10 ₹1,58,496 Lowest | 11 ₹1,74,345.6 | 11 ₹1,74,345.6 | 18.45 ₹2,92,425.12 |
| 5.00 | Add Extra over above item for additional lead upto 350 meters. | 16,627.61 | Per m³ | 8 ₹1,33,020.88 | 11 ₹1,82,903.71 | 6 ₹99,765.66 Lowest | 13.8 ₹2,29,461.02 |
| 6.00 | Extra for slush or daldal that which will support man's weight 1/3 qty. of silt clearance. | 6,061.21 | Per m³ | 9 ₹54,550.89 | 4 ₹24,244.84 | 9 ₹54,550.89 | 0.9 ₹5,455.09 Lowest |
| 7.00 | Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above: Kassi work undressed. | 5,727.86 | Per m³ | 5 ₹28,639.3 | 25 ₹1,43,196.5 | 20 ₹1,14,557.2 | 4.5 ₹25,775.37 Lowest |
| 8.00 | Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications (Water to be made available by the department at one place of work site) | 1,028.79 | Per m³ | 5 ₹5,143.95 | 11 ₹11,316.69 | 14.1 ₹14,505.94 | 1.41 ₹1,450.59 Lowest |
| 9.00 | Ramming of earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density. | 1,028.79 | Per m³ | 5 ₹5,143.95 | 9 ₹9,259.11 | 5 ₹5,143.95 | 2 ₹2,057.58 Lowest |
| 10.00 | Dressing of earthwork | 3,921.06 | Per m³ | 1 ₹3,921.06 Lowest | 1 ₹3,921.06 Lowest | 1.3 ₹5,097.38 | 1.3 ₹5,097.38 |
Tender Value
₹4.9 Cr
Closing Date
4 Jan 2022, 6:00 pmClosed
Project Director PMU(RWSRPD) and Chief Engineer
Office of the Project Director PMU(RWSRPD) and Chief Engineer Water Resources(North) Hanumangarh
Relining of Indira Gandhi Feeder from RD 574.5 - RD 577 (package 214A)
2021_WRDAS_250991_8
PMU_NIB_02_2021-22
Open Tender
Civil Works
Item Rate
60 days
Hanumangarh Dist
As per bid documents
3 documents required · 3 mandatory
₹10,000
Executive Engineer GFC and Drainage Div
Exempted
Hanumangarh
18 Jan 2022
16 Dec 2021
5 Jan 2022
16 Dec 2021
4 Jan 2022
16 Dec 2021
16 Dec 2021 - 24 Dec 2021
21 Dec 2021
Amount
Cutting and burning cactus and thorny bushes and sarkanda.
Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level
De-watering by pumping water to maintain desired level including cost of POL/ power consumption etc complete 10 to 19 HP
Silt clearance/ Removal of blown sand/ berm unloading undressed with combined lead up to 50m for lined canal section for FSD more than 2m
Add Extra over above item for additional lead upto 350 meters.
Extra for slush or daldal that which will support man's weight 1/3 qty. of silt clearance.
Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above: Kassi work undressed.
Extra on earthwork for laying in 15 to 25 cm layears including dressing and watering as per specifications (Water to be made available by the department at one place of work site)
Ramming of earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density.
Dressing of earthwork
Add extra for earth taken from private land, land to be arranged by the contractor through private negotiations. Item applicable on certification by Ex. En. that no earth is available within canal boundary.for command area
Carriage of earth for lead 1 km kachcha
Dressing of dowels in addition to payment for dressed earth work if top width of dowel is less than 1 mtr.
Temporary compensation for the land with crop i.e. for six month period. For command area.
Rubbing and clearing the surface of existing Brick/tile lining to be used as subgrade both in bed and side slopes by means of wire brushes, water / air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer incharge for preparation of surface.
Providing, Laying and spreading of HDPE geomembrane confirming to IS specifications, on sub grade including jointing and cost of jointing material.HDPE 500 Micron
Providing & laying 10 cm thick Cement concrete lining cast in situ M-15 grade (minimum cement content 322 kg per cum of concrete) ( 1cement: 2 Bajri: 4 Grit (Graded coarse aggregate 20 mm nominal size)) including use of machenical mixer, formwork & vibrator, applying primer confirming to IS :3384 in panel side,finishing etc. as per specification complete in all respect including cost of primer. In bed, including pumping, scaffolding, curing, composite weight batching, transit mixer, admixer and paver
Providing & laying 10 cm thick Cement concrete lining cast in situ M-15 grade (minimum cement content 322 kg per cum of concrete) ( 1cement: 2 Bajri: 4 Grit (Graded coarse aggregate 20 mm nominal size)) including use of machenical mixer, formwork & vibrator, applying primer confirming to IS :3384 in panel side,finishing etc. as per specification complete in all respect including cost of primer. In side slope, including, pumping, scafflding, curing, composite weigh batching, trasit mixer, admixture and paver
Providing & Laying in position cement concrete for Canal Dowel foundation including curing, compaction and cost of centering and shuttering in grade M10 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50m lead as per direction of Engineer in charge 1:4:8 or leaner mix
Providing & Laying in position cement concrete for canal dowel including curing, compaction and cost of centring and shuttring in cc M15 1:2:4 ( 1 cement : 2 coarse sand ; 4 graded stone aggregate 12-20mm nominal size)
Supply of synthetic Fibre 6/12 mm long. (125 gm packing) for mixing in cement plaster/ CC Lining/ CC floring or RCC confirming to IS specification
Supply of informatory reflective sign boards out of 2mm thick MS sheet, stove enamelled paint as per IRC-67 (Latest revision) fixed on angle iron of size 65X65X6mm of 3m long. 600X800mm with size of square of 400mm
Light vehicle i.e. Jeep, and cars etc. Inspection vehicle
Construction of Bench Mark muttam of size 30x30x75 cms in cement concrete (1:3:6) with 750 mm long 25x25x4mm. MS angle iron embedded including cost of material, curing, transportation and fixing at site with all leads and lifts complete
S & F in position precast RCC stone (M-15 mix) of standard RCC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc complete (MoRTH specification clause : 800) GUIDE STONE (RD Stone)
Anmol Construction Company
KAILASH AND COMPANY
SUKHMANDER SINGH CONTRACTOR
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