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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹95.9 LAccepted-AOC VILLAGE JALALPUR PO BAHADURGARH DISTRICT PATIALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.0 Cr+₹7.5 L (7.87%)Rejected-AOC HOSHIARPUR | HOSHIARPUR | HOSHIARPUR | PUNJAB | L2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
26 Mar 2021, 11:00 amClosed
CONSTRUCTION OF VR BRIDGE AT RD 9200 OF BANUR DRAI
CONSTRUCTION OF VR BRIDGE AT RD 9200 OF BANUR DRAIN
CONSTRUCTION OF VR BRIDGE AT RD 9200 OF BANUR DRAIN
2021_WR_62040_1
30
Open Tender
Civil Works - Others
Item Rate
180 days
Executive Engineer Drainage Division Patiala
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹1.9 L
Yes
28 May 2021
16 Mar 2021
26 Mar 2021
16 Mar 2021
26 Mar 2021
16 Mar 2021
Amount
EARTH WORK IN EXCVATION OF FOUNDATION OF STRUCTURE AS PER DRAWING AND TECHNICAL SPECIFICATION, INCLUDING SETTING OUT, CONSTRUCTION OF SHORING AND BRACING, REMOVAL OF STUMPS AND OTHER DELETERIOUS MATTER, DRESSING OF SIDE AND BOTTOM AND BACK FILLING WITH APPROVED MATERIAL. depth Upto 3 mtr. in ordinary soil Mechanical mean:-
EARTH WORK IN EXCVATION OF FOUNDATION OF STRUCTURE AS PER DRAWING AND TECHNICAL SPECIFICATION, INCLUDING SETTING OUT, CONSTRUCTION OF SHORING AND BRACING, REMOVAL OF STUMPS AND OTHER DELETERIOUS MATTER, DRESSING OF SIDE AND BOTTOM AND BACK FILLING WITH APPROVED MATERIAL. depth 3 to 6 mtr. in ordinary soil Mechanical mean:-
Providing & laying PLAIN/PCC IN foundation IN OPEN FOUNDATION COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATION PCC GRADE M-15 INCLUDING SUPPLY AND CARRIAGE OF MATERIAL FROM APPROVED QUARRY COMPLETE AS PER DRAWNG AND TECHNICAL SPECIFICATION
Providing & laying PLAIN / RCC IN open foundation COMPLETE AS PER DRAWNG AND TECHNICAL SPECIFICATION PCC GRADE M-25 (FOUNDATION /PLINTH DEPTH UPTO 1.50 MTR.) i/c supply and carriage of material from approved quarry complete as per drawing and techinical specification
FURNISHING AND PLACING REINFORCED / CEMENT CONCRETE RCC GRADE M-25 AS PER DRAWING AND TECHINCAL SPECIFICATION. USING BATCHING PLANT, TRANSIT MIXER AND CONCRETE PUMP FOR SOLID SUB STRUCTUER INCLUDING CENTRING AND SHUTTERING HEIGHT UP TO 1.5 MTR INCLUDING SUPLY,CARRAGE,LOADING AND UNLOADING OF MATERIAL FROM THE APPROVED QUARY COMPLETE IN ALL RESPECT.
FURNISHING AND PLACING REINFORCED CEMENT CONCRETE RCC GRADE M-20 case -1 AS PER DRAWING AND TECHINCAL SPECIFICATION. USING BATCHING PLANT, TRANSIT MIXER AND CONCRETE PUMP FOR SUB STRUCTUER INCLUDING CENTRING AND SHUTTERING HEIGHT ABOVE 1.5 MTR INCLUDING SUPLY,CARRAGE,LOADING AND UNLOADING OF MATERIAL FROM THE APPROVED QUARY COMPLETE IN ALL RESPECT.
FURNISHING AND PLACING REINFORCED/ CONCRETE RCC GRADE M-40(SUPER STRUCTURE) USING BATCHING PLANT,TRANSIT MIXER, AND CONCRETE PUMP HEIGHT UPTO 5 MTR INCLUDING SUPLY,CARRAGE,LOADING AND UNLOADING OF MATERIAL FROM THE APPROVED QUARY COMPLETE IN ALL RESPECT.
FURNISHING AND PLACING RCC M-25 USING BATCHING PLANT, TRANSIT MIXER AND CONCRETE PUMP FOR solid slab SUPER STRUCTUER INCLUDING CENTRING AND SHUTTERING HEIGHT UPTO 5 MTR INCLUDING SUPLY,CARRAGE,LOADING AND UNLOADING OF MATERIAL FROM THE APPROVED QUARY AS PER DRAWING AND SPECIFICATIONS .
Granular Sub-Base (Table 400-1 Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
Water Bound Macadam Grading I (without screening for low volume Roads/undersigned Roads) (i) Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical 404 specifications
Water Bound Macadam Grading II (i) Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications CSR ITEM (WITHOUT SCREENING FOR LOW VOLAUME ROADS/ UNDER SIGNED.
Surface Dressing Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications
Open graded premix surfacing/mixed seal surfacing 20 mm thickness(type A) (b) providing laying and rolling of close-graded premix surfacing material of 20mm thickness type A consisting of crushed stone aggregates of specified grading premix in a continuous type hot mix plant with bituminous binder VG – 10 @ 1.46 kg per sqm ,laying with paver finisher mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity,and finishing to required level and grade complete as per technical clause 510 of MORT&H specifications.
Seal coat type B (b) provindg and laying seal coat type A sealing the voids in a bituminous surface using crushed stone aggregates and penetration grade bitumen VG-10 @ 0.68 KG per sqm laid to specified levels,grade and cross fall complete as per technical clause 511 of MORT&H SPECIFICATIONS.
Tack coat @0.40 kg per sqm (b) providing and applying tack coat with penetration grade bitumen VG – 10 using bitumen pressure distributor @0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications.
STRUCTURAL STEEL WORK IN ANGLES,TEES,AND FLATS RIVETED OR WELDED INCLUDING CUTTING FIXING ALL GUSSET PLATES,BOLTS ,NUTS,RIVETS,WELDING ROD,ETC WITH HOISTING AND ERECTION IN POSITION CSR 18.3(a)
Cold twisted deformed (Ribbed/ ToR Steel ) Bars (Fe 500 grade as per IS 1786-1985) , for R.C.C works, where not including in the complete rate of RCC including bending , binding placing in position complete
PROVIDING AND LAYING , JOINTING , FIXING TESTING G.I. PIPES LINES B CLASS INCLUDING COST OF SPECIAL SUCH AS TEES , BENDS, SOCKETS,ELBOWS ETC CUTTING , THREADING AND TESTING IN TRENCHES IN THE GROUND CPMPLETE • G.I. PIPE 100 mm DIA
• G.I. PIPE 65 MM dia :
PROVIDING AND FIXING IN POSITION GULLY TRAPS FIXED IN CEMENT CONCRETE 1:4:8 COMPLETE • G.I. GULLY GRATING SIZE(210mm X 210mm)
FILLING STONES OR SPALLS INTO CRATES AND HAND PACKING INCLUDING SUPPLY OF BOULDER STONE AND CARRIAGE FROM APPROVED QUARY, LOADING AND UNLOADING COMPLETE IN ALL RESPECT.
Weaving of MSA wire crates netting 15 cm x 15 cm mesh i/c binding sides and partition including supply of ms wire 4 mm dia as per pwd specification.
EXTRA FOR BITUMEN PAINTING AT THE RATE OF 0.69KG/SQM
Filling expansion joints with special impervious hot pour 12.5 mm wide per m per cm depth including supply ,carriage, of material complete in all respect.
Furnishing and placing reinforced/per stressed cement concrete RCC M 30 i/c , s/o and c/o of material from approved quarry as per drawing and technical specification RCC M-30 using batching plant transit mixer and concrete pump for solid slab super structure i/c centering and shuttering height upto 5m
Providing weep holes in brick masonry/ Plain/ Renforced concrete abutment, wing wall / return wall with 100 mm dia PVC pipe, exetnded through the full width of structure with slope of 1V :20H towards drawing face complete as per drawing and technical spections.
BHUPESH MITTAL CONTRACTOR
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