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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹82.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹84.9 L+₹2.6 L (3.13%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹93.9 L+₹11.6 L (14.0%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹98.5 L+₹16.1 L (19.6%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹1.0 Cr+₹20.5 L (24.9%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sultan Ali L1 | M/S RAGHUVIR SINGH MANHAS L2 | M/S HARI SHAM GOVT CONTRACTOR L3 | M/S SANJAY KUMAR L4 | KIRPAL SINGH L5 | MANOJ KUMAR GOVT CONTRACTOR L6 | SUNIL KUMAR L7 | SWARAN KUMAR L8 | Varun Pandoh L9 | Sohan Singh L10 | M/s Zorawar Enterprises L11 | naresh sharma L12 | Mohd sakhi Shan L13 | J K CONSTRUCTION CO L14 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (hydraulic excavator) 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 upto 1.0 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in all kinds of soil 70% and ordinary rock 30%. | 1,220 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2.00 | 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). | 92 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3.00 | 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) | 205 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4.00 | 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) | 652 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5.00 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 210 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6.00 | 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). | 70 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 4,025 | Kg | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8.00Centering and shuttering including strutting, propping etc. and removal of form fo r:- | |||||||||||||||||
| 8.01 | Foundations, footings, bases of columns etc. for mass concrete. | 355 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8.02 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. | 1,105 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
3 Oct 2020, 6:00 pmClosed
Rajesh Bhagat
Executive Engineer PWD R and B Const Div No II Jammu
Construction of road from NH 44 Karli Power Station to Harijan Basti connecting PMGSY road Jammu
2020_PWDJK_105483_1
85 of 2020-2021
Open Tender
Civil Works
Item Rate
180 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
Yes
Treasury Challan under MH 0059 indicating name
₹3.0 L
Yes
7 Oct 2020
26 Sept 2020
5 Oct 2020
26 Sept 2020
3 Oct 2020
26 Sept 2020
Amount
Earth work in excavation by mechanical means (hydraulic excavator) 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 upto 1.0 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in all kinds of soil 70% and ordinary rock 30%.
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)
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
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 Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form fo r:-
Foundations, footings, bases of columns etc. for mass concrete.
Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
Edges of slabs and breaks in floors and walls Under 20 cm wide
Suspended floors, roofs, landings, balconies and access platforms
Hand packed stone filling in wire crates including cost of stones and crates (all included) Complete job as per directions of engineer in charge (Crate Size : 6.00 x 1.20 x 1.20mtr)
Providing, laying watering and compacting in layers not exceeding 200mm thick with 80-100 KN road roller, RIVER BED MATERIAL free of organic material mixed with coarse aggregate / round Nalla shingle maximum aggregate size 75 mm including carriage from source of supply to site of work inclusive of all leads and lifts complete
Providing and Laying WATER BOUND MACADAM G-II with specified stone aggregate 63mm to 45mm of size including binding material Good Earth/Dust Complete, including spreading to template and consolidation with Power road roller of 8 to 10 tonne capacity etc. complete.
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.
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. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
Providing and laying of 25mm thick open graded premix carpet with specified graded stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tippers to pavers at site of work and laying the mixed material with mechanical paver finisher to the required level and grade, rolling with power road roller to achieve the desired density and compaction including cost of preiming coat / tack coat / seal coat including filling of ruts and pot holes with wet mix macadam / BUSG / BM for which nothing extra will be paid seperately (bituminous used shall be VG-30 and grading of mx shall be as per the relevant clause of MORT and H) all complete incl. cost of bitumen and all sort of taxes incl. carriage
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.
Non-pressure NP-3 class (Medium duty) R.C.C. pipes : 600 mm dia. R.C.C. pipe
Non-pressure NP-3 class (Medium duty) R.C.C. pipes : 300 mm dia. R.C.C. pipe
Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.
Stone aggregate Above 40mm size av. 4.00 kms
Stone aggregate Below 40mm size av. 4.00 kms
Sand for an avg. Lead of 4.00 kms.
Stone for an avg. Lead of 30.00 kms.
M/S RAGHUVIR SINGH MANHAS
M/S HARI SHAM GOVT CONTRACTOR
M/S SANJAY KUMAR
KIRPAL SINGH
MANOJ KUMAR GOVT CONTRACTOR
SUNIL KUMAR
SWARAN KUMAR
Varun Pandoh
Sohan Singh
M/s Zorawar Enterprises
naresh sharma
Mohd sakhi Shan
J K CONSTRUCTION CO
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