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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹1.1 L (0.80%)Admitted-Finance | ₹1.4 Cr+₹1.1 L (0.80%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹2.5 L (1.81%)Admitted-Finance | ₹1.4 Cr+₹2.5 L (1.81%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹6.7 L (4.90%)Admitted-Finance | ₹1.4 Cr+₹6.7 L (4.90%) | L4 | Admitted-Finance |
| 5 | L5₹1.4 Cr+₹7.4 L (5.39%)Admitted-Finance R O JUGWAL MAJALTA HOUSING COLONY UDHAMPUR | ₹1.4 Cr+₹7.4 L (5.39%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Paramount Associates and Engineers L7 | Satish singh L5 | Gee Ess Ess Road Builders L6 | M/S HARI SHAM GOVT CONTRACTOR L4 | Baldev Singh L3 | yash pal singh L8 | Romy Choudhary L12 | naresh sharma L11 | Sumit Anand L1 | M/S SAINT SOLDIER ENGINEERS & CONTRACTORS PVT LTD L10 | M/S Chahal Hot Mix Plant L2 | MOHINDER SINGH CHARAK L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge. 1:3:6 or richer mix (i/c equivalent design mix). | 9 | Cum | 200 ₹1,800 | 500 ₹4,500 | 41.87 ₹376.83 Lowest | 100 ₹900 | 500 ₹4,500 | 500 ₹4,500 | 3,200 ₹28,800 | 784.6 ₹7,061.4 | 50 ₹450 | 1,000 ₹9,000 | 100 ₹900 | 200 ₹1,800 |
| 2.00 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | 3 | Cum | 400 ₹1,200 | 500 ₹1,500 | 47 ₹141 Lowest | 100 ₹300 | 500 ₹1,500 | 500 ₹1,500 | 3,000 ₹9,000 | 1,144.62 ₹3,433.86 | 50 ₹150 | 2,000 ₹6,000 | 100 ₹300 | 400 ₹1,200 |
| 3.00 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 1 meter from cutting edge in all kinds of soil. | 307 | Cum | 125 ₹38,375 | 150 ₹46,050 | 47 ₹14,429 | 100 ₹30,700 | 200 ₹61,400 | 120 ₹36,840 | 150 ₹46,050 | 239.8 ₹73,618.6 | 60 ₹18,420 | 300 ₹92,100 | 25 ₹7,675 Lowest | 200 ₹61,400 |
| 4.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size). | 96 | Cum | 3,300 ₹3,16,800 | 2,000 ₹1,92,000 | 2,997 ₹2,87,712 | 2,500 ₹2,40,000 | 2,000 ₹1,92,000 | 2,400 ₹2,30,400 | 3,500 ₹3,36,000 | 2,941.27 ₹2,82,361.92 | 1,800 ₹1,72,800 | 2,800 ₹2,68,800 | 1,000 ₹96,000 Lowest | 2,500 ₹2,40,000 |
| 5.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 316 | Cum | 4,300 ₹13,58,800 | 4,000 ₹12,64,000 | 4,677 ₹14,77,932 | 3,300 ₹10,42,800 | 2,500 ₹7,90,000 Lowest | 3,800 ₹12,00,800 | 3,600 ₹11,37,600 | 4,000 ₹12,64,000 | 4,100 ₹12,95,600 | 3,200 ₹10,11,200 | 2,500 ₹7,90,000 Lowest | 4,000 ₹12,64,000 |
| 6.00 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | 168 | Cum | 4,400 ₹7,39,200 | 4,000 ₹6,72,000 | 4,677 ₹7,85,736 | 3,500 ₹5,88,000 | 4,000 ₹6,72,000 | 4,000 ₹6,72,000 | 3,600 ₹6,04,800 | 5,418.84 ₹9,10,365.12 | 4,300 ₹7,22,400 | 3,600 ₹6,04,800 | 2,500 ₹4,20,000 Lowest | 4,000 ₹6,72,000 |
| 7.00 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. | 237 | Sqm | 200 ₹47,400 | 145 ₹34,365 | 177 ₹41,949 | 250 ₹59,250 | 250 ₹59,250 | 350 ₹82,950 | 3,600 ₹8,53,200 | 318.15 ₹75,401.55 | 250 ₹59,250 | 400 ₹94,800 | 50 ₹11,850 Lowest | 300 ₹71,100 |
| 8.00 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | 12 | Cum | 5,700 ₹68,400 | 5,500 ₹66,000 | 6,677 ₹80,124 | 5,500 ₹66,000 | 7,000 ₹84,000 | 6,000 ₹72,000 | 4,000 ₹48,000 | 4,113.12 ₹49,357.44 | 4,000 ₹48,000 | 5,200 ₹62,400 | 3,000 ₹36,000 Lowest | 6,000 ₹72,000 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars. | 1,928 | Kg | 80 ₹1,54,240 | 65 ₹1,25,320 | 77 ₹1,48,456 | 75 ₹1,44,600 | 75 ₹1,44,600 | 71 ₹1,36,888 | 80 ₹1,54,240 | 58 ₹1,11,824 | 40 ₹77,120 Lowest | 75 ₹1,44,600 | 50 ₹96,400 | 75 ₹1,44,600 |
| 10.00Centering and shuttering including strutting, propping etc. and removal of form work for :- | |||||||||||||||
Tender Value
₹2.0 Cr
Closing Date
2 Jun 2021, 4:30 pmClosed
Er Rajan Gupta
Executive Enginer PWD RandB Const Divn No I Jammu
Please refer to BOQ
2021_PWDJK_124297_1
e-NIT No. CD-I/12 of 2021-22 Dated 12-05-2021
Open Tender
Civil Works
Item Rate
365 days
Qutab Nizan to Kotli Bhagwan Singh Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹6,000
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
Exempted
Jammu
11 Jun 2021
14 May 2021
3 Jun 2021
14 May 2021
2 Jun 2021
14 May 2021
20 May 2021
Amount
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge. 1:3:6 or richer mix (i/c equivalent design mix).
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 1 meter from cutting edge in all kinds of soil.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars.
Centering and shuttering including strutting, propping etc. and removal of form work for :-
Foundations, footings, bases for columns.
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls under 20 cm wide.
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Dumping stone including cost of stones in horizontal level.
Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil.
Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with road roller 80-100 KN capacity. Base course with (63mm – 45mm size) including screening 13.20mm size.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge (including all leads, lifts and carriage complete).
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50mm–100mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity (including cost of tack coat, all leads, lifts and carriage complete).
Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25mm compacted thickness including tack coat with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity (including cost of tack coat, all leads, lifts and carriage complete).
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone agg. above 40mm size for an avg. lead of 15 Kms.
Stone agg. / Sand / Screening / Crusher Dust for an avg. lead of 15 Kms.
Stone for an avg. lead of 15 Kms.
Earth for an avg. lead of 10 Kms.
M/S Chahal Hot Mix Plant
Baldev Singh
M/S HARI SHAM GOVT CONTRACTOR
Satish singh
Gee Ess Ess Road Builders
Paramount Associates and Engineers
yash pal singh
MOHINDER SINGH CHARAK
M/S SAINT SOLDIER ENGINEERS & CONTRACTORS PVT LTD
naresh sharma
Romy Choudhary
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