Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 CrAdmitted-Finance | ₹16.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹17.3 CrAdmitted-Finance | ₹17.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹17.5 CrAdmitted-Finance | ₹17.5 Cr | L3 | Admitted-Finance |
| 4 | L4₹18.0 CrAdmitted-Finance | ₹18.0 Cr | L4 | Admitted-Finance |
| 5 | L5₹20.4 CrAdmitted-Finance | ₹20.4 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Shree Karni traders L5 | namdhari construction company L4 | M/S RAJENDRA PARSAD THEKEDAR BHIRANI L1 | dayanand contractor L3 | Zuberi Engineering Construction Private Limited L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Jungle clearance, thick including cutting bushes, shurbs and plants etc. for orginal earthwork.. | 2,18,520 | Per m² | 1 ₹2.2 L | 2 ₹4.4 L | 0.32 ₹69,926.40 | 2 ₹4.4 L | 2 ₹4.4 L |
| 2.00 | Earth work excavation in ordinary soil for distributies and minors having discharge less than 10 cumecs;
Earthwork undressed with combined lead upto 50m. | 5,04,642.78 | Sqm | 70 ₹3.5 Cr | 185 ₹9.3 Cr | 21.06 ₹1.1 Cr | 35 ₹1.8 Cr | 35 ₹1.8 Cr |
| 3.00 | Excavation in ordinary soil for main canal and branches having discharge 10 cumecs and above earthwork undressed with combined lead upto 50 m | 3,79,395.59 | Per cum | 49 ₹1.9 Cr | 55 ₹2.1 Cr | 22 ₹83.5 L | 35 ₹1.3 Cr | 47 ₹1.8 Cr |
| 4.00 | Earth work in excavation for foundation of structure complete with all lift, dewaterring, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth Upto 3 metre | 3,982.73 | Cum | 172 ₹6.9 L | 177 ₹7.0 L | 17 ₹67,706.34 | 177 ₹7.0 L | 130 ₹5.2 L |
| 5.00 | Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305).
Mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper | 4,836.36 | Cum | 34 ₹1.6 L | 34 ₹1.6 L | 3.4 ₹16,443.61 | 34 ₹1.6 L | 50 ₹2.4 L |
| 6.00 | Earth work in embankement construction, side slope etc, from already excavated earth in stockkpiles including breaking of clods and dressing with all lead and lift but excluding watering and rolling
By mechanical means using motor grader etc.
extra for watering the earth to bring the earth upto required O.M.C excluding rolling.
Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering.
Field density not less than 95% of maximum dry density ( Modified proctor test) | 4,836.36 | Cum | 40 ₹1.9 L | 47 ₹2.3 L | 4.7 ₹22,730.87 | 47 ₹2.3 L | 47 ₹2.3 L |
| 7.00 | Extra for slush or daldal that which will support man's weight | 19,208.59 | Cum | 7 ₹1.3 L | 9 ₹1.7 L | 1.5 ₹28,812.88 | 9 ₹1.7 L | 15 ₹2.9 L |
| 8.00 | Extra for slush or daldal that which will not support man's weight | 2,37,095.53 | Cum | 14 ₹33.2 L | 15 ₹35.6 L | 6 ₹14.2 L | 15 ₹35.6 L | 18 ₹42.7 L |
| 9.00 | Extra for wet earthwork for depth above 0.3 meter of sub soil water | 36,012.62 | Per cum | 3 ₹1.1 L | 4 ₹1.4 L | 0.4 ₹14,405.05 | 4 ₹1.4 L | 10 ₹3.6 L |
| 10.00 | Carriage of Bats Ballast, Kankar, Sand, Bajri, Stone, Grit, Murram, Soling Stones For Road, Water, Good Earth.
1/2 m Lead | 3,79,395.59 | Per cum | 60 ₹2.3 Cr | 1 ₹3.8 L | 40 ₹1.5 Cr | 30 ₹1.1 Cr | 42 ₹1.6 Cr |
Tender Value
₹19.4 Cr
EMD Value
₹38.8 L
Closing Date
16 Jul 2024, 6:00 pmClosed
Project Director PMU(RWSRPD) and Chief Engineer
Office of the Project Director PMU(RWSRPD) and Chief Engineer Water Resources(North) Hanumangarh
Construction of 5.4 KM long Open Main and lateral drains with CD works from RD 96.400 of IGMC to RD 149 of GDC with construction of drainage siphon to remove drainage congestion in Zone-II (P-353)
2024_WRDAS_395636_8
PMU_NIB_01_2024-25
Open Tender
Civil Works
365 days
Sriganganagar
As per bid documents
3 documents required · 3 mandatory
₹10,000
Executive Engineer WR Suratgarh Branch Division-I
₹38.8 L
Yes
Hanumangarh
27 Aug 2024
19 Jun 2024
18 Jul 2024
19 Jun 2024
16 Jul 2024
19 Jun 2024
19 Jun 2024 - 26 Jun 2024
26 Jun 2024
Amount
Jungle clearance, thick including cutting bushes, shurbs and plants etc. for orginal earthwork..
Earth work excavation in ordinary soil for distributies and minors having discharge less than 10 cumecs; Earthwork undressed with combined lead upto 50m.
Excavation in ordinary soil for main canal and branches having discharge 10 cumecs and above earthwork undressed with combined lead upto 50 m
Earth work in excavation for foundation of structure complete with all lift, dewaterring, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 Depth Upto 3 metre
Earth work in excavation including stacking/disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). Mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper
Earth work in embankement construction, side slope etc, from already excavated earth in stockkpiles including breaking of clods and dressing with all lead and lift but excluding watering and rolling By mechanical means using motor grader etc. extra for watering the earth to bring the earth upto required O.M.C excluding rolling. Extra for rolling to specification with the use of vibratory roller when earth is at suitable moisture content with desired density excluding watering. Field density not less than 95% of maximum dry density ( Modified proctor test)
Extra for slush or daldal that which will support man's weight
Extra for slush or daldal that which will not support man's weight
Extra for wet earthwork for depth above 0.3 meter of sub soil water
Carriage of Bats Ballast, Kankar, Sand, Bajri, Stone, Grit, Murram, Soling Stones For Road, Water, Good Earth. 1/2 m Lead
Dewatering with well point equipment with high pressure diesel operated suction pump including jetting depth 3 to 6 m. as per site condition and making arrangement for proper outflow of pumped water etc. complete including labour and POL
Earthwork rehandling Undressed with combined lead upto 50m.
Extra for every 10 meter additional lead for two leads (51 to 70 m)
Extra on earthwork for laying in 15 to 25 cm layers including dressing and watering as per specifications (Water to be made available by the department at one place of work site)
Compaction of earthwork by Mechanically operated Vibro-Compactor/ any other mechanical means to attain a density 95% of maximum dry density
Dressing of earthwork
Providing and driving sheet pile around the area of syphon Ref:Attached Analysis
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, column, piers, abutments, pillars, post, struts, buttresses, string or lacing courses, parapets, coping coping, bed blocks, anchor blocks, plain window sills, fillets, levelling courses etc. up to floor five level excluding the cost of centering and shuttering. M15 grade Nominal Mix 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Providing and laying Structural Cement concrete (Design mix) for plain / reinforced concrete in open foundation as per drawing and technical specification as per MoRTH specification : Section 1000,1500,1700 & 2100 including form work at any level P.C.C grade M15
Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in Sub structure as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level PCC grade M15 upto 5 mtr height
Provideing and laying structural cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per Morth specification : Section 1000,1500,17000 & 2100 including form work at any level. PCC Grade M20
Providing and laying Structural Cement Concrete (Design Mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1000, 1500, 1700 & 2100 including form work at any level. (R.C.C. grade M25)
Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level RCC grade M30
Providing and laying Structural cement concrete (Design mix) for plain/reinforced concrete in Sub structure as per drawing and technical specification as per MoRTH specification section 1000, 1500, 1700 & 2100 including form work at any level RCC grade M30 upto 5 mtr height
Structural cement concrete (cast in situ/precase/PSC) upto a height of 5m for reinforce concrete(design mix) in super strucuture complete including steel form work, scaffolding etc. as per drawing and technical specification as per MoRTH specification 1500 & 1700 M 30 grade T-beam and slab superstructure
Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600 (TMT/HYSD Steel reinforcement)
Providing and laying HYSD/ TMT steel reinforcement at any level in substructure/ superstructure complete as per drawing and technical specification as per MoRTH Specification : Section 1600
Providing and fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality/make , 75mm dia
Providing and placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm wide)
Providing and Fixing in position bitumen impregnated fiberboard confirming to IS:1838 in expansion joints including the cost of primer sealing compound (25 mm thick)
Providing and laying Structural Cement Concrete (Design Mix) for plain/reinforced concrete in sub structure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. (R.C.C. grade M30)
Cement conrete blocks (in M-15 grade) size 0.50*0.50*0.50 m each complete with form work etc. (MoRTH Specification : Clause:2504)
Earthwork excavation for Lip Cutting in ordinary soil for disty. & minor having vertical height above 0.75 m. Kassi work including rehandling with dressing of earthwork. (With extra two initial leads)
Providing, Laying and spreading of HDPE geomembrane confirming to IS specifications, on sub grade including jointing and cost of jointing material. (HDPE 300 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 & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete : 500mm dia Internal
Providing and laying & fixing in position RCC squn or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joints mad with prefectly air and water tight including testing of joints as per MoTH specification : clause 1000& 2900 NP 4 1200 Dia
Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
Providing and laying granular sub-base material as per MoRTH specification table 400-1, 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) with CBR of material not less than 15 (for rural road only) .as per MoRTH specification table 401 with all lead. For Grading III material
Zuberi Engineering Construction Private Limited
dayanand contractor
namdhari construction company
M/S Shree Karni traders
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.27 MB
Finalbid353.pdf
Tender Documents • 8.54 MB
BOQ_709816.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid