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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 CrAdmitted-Finance | ₹22.3 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S BHANWER LAL CONTRACTOR L1 |
|---|---|---|---|---|
| 1.00 | Jungle clearance, including Cutting bushes, Shrubs and plants etc for original earthwork. | 2,39,118.5 | per sqm | 1 ₹2.4 L |
| 2.00 | Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level | 2,39,118.5 | per sqm | 2.63 ₹6.3 L |
| 3.00 | Silt clearance/ Removal of blown sand/ berm unloading undressed with combined lead up to 50m for lined canal section for FSD more than 2m | 3,80,463.29 | per cum | 40 ₹1.5 Cr |
| 4.00 | Extra for slush or daldal that which will support man's weight 1/3 qty. of silt clearance. | 1,26,821.1 | per cum | 5 ₹6.3 L |
| 5.00 | Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above: Earthwork undressed with combined lead upto 50m. | 1,33,093.35 | per cum | 62.14 ₹82.7 L |
| 6.00 | Earth work excavation in ordinary soil for main canal and branches having discharge 10 cumecs & above: kassi work undressed | 62,720.78 | per cum | 50.85 ₹31.9 L |
| 7.00 | 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) | 90,893.72 | per cum | 15.93 ₹14.5 L |
| 8.00 | Ramming of earth work in layers by wooden or irom rammer as per specifications to attain a density 90% of maximum dry density. | 90,893.72 | per cum | 22.6 ₹20.5 L |
| 9.00 | Dressing of earthwork | 42,199.63 | per cum | 1.47 ₹62,033.46 |
| 10.00 | Carriage of earth for lead 1 /2 km katcha | 62,720.78 | per cum | 63.7 ₹40.0 L |
Tender Value
₹19.7 Cr
EMD Value
₹39.4 L
Closing Date
22 Dec 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
Renovation and Modernization of Pugal Branch RD 17.900 to 96.400 (Package 328)
2022_WRDAS_306101_29
PMU_NIB_01_2022-23
Open Tender
Civil Works
450 days
Bikaner district
As per bid documents
3 documents required · 3 mandatory
₹10,000
Executive Engineer, Water Resources, Division
₹39.4 L
Yes
Hanumangarh
25 Jan 2023
23 Nov 2022
23 Dec 2022
23 Nov 2022
22 Dec 2022
23 Nov 2022
23 Nov 2022 - 10 Dec 2022
6 Dec 2022
Amount
Jungle clearance, including Cutting bushes, Shrubs and plants etc for original earthwork.
Uprooting Juli Flora/ sarkanda, pahari kikar or arrows upto 0.50m depth below ground level
Silt clearance/ Removal of blown sand/ berm unloading undressed with combined lead up to 50m for lined canal section for FSD more than 2m
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: Earthwork undressed with combined lead upto 50m.
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 earth for lead 1 /2 km katcha
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 un-command area.
Temporary compensation for the vacant land during one crop period (for six months) For un-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 M15 Grade Double PCC Block (30x15x5 Cms.) Lining consisting of ; (i) 5 cm. thick blocks laid in 1:5 Cement Mortar Over 10mm thick cement mortar 1:5 on subgrade (ii) 16mm sandwitch plaster in CM 1:3 over first layer of blocks (iii) second layer of 5 cm. thick block laid in CM 1:3 with 6mm thick CM 1:3 over sandwitch plaster including curing upto completion of lining section as per design & specifications. On Side Slope including dressing of sides, scafolding & template allowance, Pummping charges of water to lining heading from source and curing upto 28 days. (Double PCC BLOCK lining in the top of existing lining)
Filling of open joints of STL and DTL in C.M 1:3
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-Charge :1: 4: 8 or leaner mix.
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.
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 cc M15 1:2:4 ( 1 cement : 2 coarse sand ; 4 graded stone aggregate 20 mm nominal size
Semi Reflective Traffic Signs, Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 800mm x 600mm rectangular.
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
Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801,200 m stone (precast) R-10/10.10 (iii)
Recovery of bricks/tiles bats of clinkers at site (350 nos. Brick bats @ Rs 1500 per 1000 nos)
Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge :In cement mortar.
Earthwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed : All kinds of soil. B1/1.6
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work upto plinth level.M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104 Brick masonry in 1:3 cement mortar.
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 1500
Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per MoRTH specifications Clauses 1312.4.
Supplyand fixing in position of APM blocks made of CI as per standard specification with adjustable arrangement and required fixtures including transportation to site second stage concreting in (CC 1:2:4 ) centering ,shuttering, painting with red oxide finishing etc complete in all respect cost of APM Block (all size) per block.
Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas 9exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan ) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m disposed earth to be levelled and neatly dressed : all kind of soil
Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix.
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for Walls (any thickness) including attached pilasters, buttresses plinth and string course.
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)
Supply and fixing of sluice/ regulator gates using MS plates , channels , tees, angles, girders of given size and design having suitable brass / gun metal lining ,rubber seals etc and desired rod length , capston head , clamps keys, wire ropes , ladders , supports , etc complete ( excluding civil works) including painting with red oxide paint & delivery at site ( size upto 1 sqm). Add extra if worm gears are to be provided in thecapston. Add Extra if the opening size is greater than 3 Sqmrequiring heavy channels / girders.
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