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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.8 CrAdmitted-Finance 180 STREET NO 10 HARPAL NAGAR NEAR TRIVENI MANDIR BHATTI ROAD BATHINDA | BATHINDA | PUNJAB | 151001 | ₹2.8 Cr | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Hari Ram Bhanwar Lal L1 | P S Infrabuild Pvt Ltd L3 | MITTAL CONSTRUCTION CO. L4 | Pithadai Construction Pvt. Ltd. L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cutting and burning cactus and thorny bushes and sarkanda. | 12,192 | Per m² | 0.1 ₹1,219.20 | 0.1 ₹1,219.20 | 0.5 ₹6,096 | 2 ₹24,384 |
| 2.00 | Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level | 3,657.6 | Per m² | 0.1 ₹365.76 | 0.1 ₹365.76 | 2 ₹7,315.20 | 4 ₹14,630.40 |
| 3.00 | De-watering by pumping water to maintain desired level including cost of POL/ power consumption etc complete
10 to 19 HP | 110 | Per hour | 0.1 ₹11 | 0.1 ₹11 | 20 ₹2,200.04 | 100 ₹11,000.20 |
| 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 ( 4 ft. silt depth taken) | 24,697.58 | Per m³ | 0.1 ₹2,469.76 | 0.1 ₹2,469.76 | 10 ₹2.5 L | 22 ₹5.4 L |
| 5.00 | Add Extra over above item for additional lead upto 200 meters. | 24,697.58 | Per m³ | 0.1 ₹2,469.76 | 5 ₹1.2 L | 2 ₹49,395.16 | 5 ₹1.2 L |
| 6.00 | Extra for slush or daldal that which will support man's weight
(1/4 qty. of silt clearance.) | 6,519.31 | Per m³ | 0.1 ₹651.93 | 0.1 ₹651.93 | 2 ₹13,038.62 | 6 ₹39,115.86 |
| 7.00 | Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above: Kassi work undressed. | 3,126.74 | Per m³ | 0.12 ₹375.21 | 0.1 ₹312.67 | 5 ₹15,633.70 | 40 ₹1.3 L |
| 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) | 514.75 | Per m³ | 0.1 ₹51.48 | 0.1 ₹51.48 | 2 ₹1,029.50 | 12 ₹6,177 |
| 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. | 514.75 | Per m³ | 0.05 ₹25.74 | 0.1 ₹51.48 | 5 ₹2,573.75 | 17 ₹8,750.75 |
| 10.00 | Dressing of earthwork | 2,611.99 | Per m³ | 0.05 ₹130.60 | 0.1 ₹261.20 | 1 ₹2,611.99 | 1 ₹2,611.99 |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
23 Feb 2023, 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 Bed Lining of IGMN from RD 228 to 230 (Package 374)
2023_WRDAS_317468_8
PMU_NIB_04_2022-23
Open Tender
Civil Works
85 days
Bikaner Distt
As per bid documents
3 documents required · 3 mandatory
₹10,000
Executive Engineer, Water Resource Division 2nd
₹4.8 L
Yes
Hanumangarh
3 Mar 2023
3 Feb 2023
24 Feb 2023
3 Feb 2023
23 Feb 2023
3 Feb 2023
3 Feb 2023 - 10 Feb 2023
10 Feb 2023
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 ( 4 ft. silt depth taken)
Add Extra over above item for additional lead upto 200 meters.
Extra for slush or daldal that which will support man's weight (1/4 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
Carriage of good earth for lead 1/2 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 uncommand 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(coarse sand): 4 Grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & vibrator, applying primer confirming to IS :3384 on 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 Cement Concrete Lining 10 Cms. thick cast in situ 1:2:4 (1 cement : 2 Bajri (Coarse Sand) : 4 grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & Vibrator, applying primer confirming to IS : 3384 on panel side, finishing, etc. as per specifications complete in all respect including cost of primer. On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days (Deduction of Dressing of side slopes for preparation of sub-grade for lining including removal of irregularities upto 7.5 cm depth.)
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)
Providing & Laying in position cement concrete for canal dowel including curing, compaction and cost of centring and shuttring in grade M15, 1:2:4 ( 1 cement : 2 coarse sand ; 4 graded stone aggregate(20mm nominal size))
Filling of open joint of STL and DTL in CM 1:3
Demolishing Brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 m lead as per direction of Engineer-in-charge
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
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
Supplying informatory reflective sign boards make of 2mm thick MS sheet, stove enamelled paint as per IRC-67 -1977 fixed on angle iron of size 65X65X6mm of 3m long comp. in all respect duly post painted in alternate band of black/white synthetic enamel paint and hold fast at bottom 60X80cm with size of square of 40cm
Light vehicle i.e. Jeep, and cars etc.
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
Bricks/ Tile bats of clinkers at site ( 350 nos. brick bats @ Rs 1500 per 1000nos
Supplying and fixing pre cast RCC stones (M-15 mix) using one percent of steel reinforcement including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals ,painting with enamel paint etc complete as per IRC standard design. 200 Meter stone(size 15 x 10 x 65 cm)
Providing and laying granular sub-base material having P.I. not more than 6 including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery including T&P with all lead (Compacted thickness to be measured).as per MoRTH specification table 400-1, 400-2, For Grading III Material
Pithadai Construction Pvt. Ltd.
P S Infrabuild Pvt Ltd
MITTAL CONSTRUCTION CO.
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