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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹22.6 L (14.5%)Admitted-Finance | ₹1.8 Cr+₹22.6 L (14.5%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | CEEKAY EPC PROJECTS PRIVATE LIMITED L2 | RAKESH KUMAR GUPTA L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of 30,000 Glns OHT (Turn Key Basis) Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 0.30 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on "Turn Key Basis" under WSS Ghagwal (Languishing) including providing and fixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. Bearing capacity of soil shall be conducted by the contractor and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu at his own cost and nothing extra shall be paid to him for the same ( Using M-30 design mix concrete) | 1 | No. | 41,20,000 ₹41,20,000 Lowest | 46,26,875.3 ₹46,26,875.3 |
| 2.00 | Civil Works: Construction of tube well cum Pump Room building (Items Rate) Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 in all kinds of soils. | 26.98 | Cum | 348.8 ₹9,410.62 | 1 ₹26.98 Lowest |
| 3.00 | Providing and laying in postion cement concrete of specified grade excluding the cost of centering and shuttering all work upto plith level 1:4:8 mix (1 cement :4 Coarse sand : 8 aggregate 40 mm normal size) | 6.37 | Cum | 3,535.88 ₹22,523.56 | 3,200 ₹20,384 Lowest |
| 4.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) | 22.36 | Cum | 3,954.72 ₹88,427.54 Lowest | 5,000 ₹1,11,800 |
| 5.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete | 4.02 | Sqm | 248.44 ₹998.73 | 203 ₹816.06 Lowest |
| 6.00 | Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand) | 12.38 | Cum | 4,947 ₹61,243.86 Lowest | 9,500 ₹1,17,610 |
| 7.00 | Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level | 12.38 | Cum | 1,058.92 ₹13,109.43 | 950 ₹11,761 Lowest |
| 8.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with 1:2.4(1 cement: 2 Coarse sand : 4 graded stone aggregate 20mm nominal size) | 4.73 | Cum | 7,162.8 ₹33,880.04 Lowest | 9,630 ₹45,549.9 |
| 9.00 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more | 425 | kg | 79.4 ₹33,745 Lowest | 122 ₹51,850 |
| 10.00 | Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns . | 82.02 | Sqm | 289.84 ₹23,772.68 Lowest | 300 ₹24,606 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
3 Oct 2024, 4:00 pmClosed
Executive Engineer Jal Shakti PHE Division Samba
Executive Engineer Jal Shakti PHE Division Samba
Please refer BoQ
2024_PHE_254192_1
PHES/33 of 2024-25 Dt.25-07-2024
Open Tender
Civil Works - Water Works
Item Rate
180 days
Samba
Please refer SBD/ tender documents
2 documents required · 2 mandatory
₹1,500
Executive Engineer Jal Shakti PHE Division Samba
₹3.6 L
27 Nov 2024
25 Jul 2024
4 Oct 2024
25 Jul 2024
3 Oct 2024
25 Jul 2024
Amount
Construction of 30,000 Glns OHT (Turn Key Basis) Design, Construction, Testing and Commissioning of RCC OHT with architectural features of 0.30 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only on "Turn Key Basis" under WSS Ghagwal (Languishing) including providing and fixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. Bearing capacity of soil shall be conducted by the contractor and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu at his own cost and nothing extra shall be paid to him for the same ( Using M-30 design mix concrete)
Civil Works: Construction of tube well cum Pump Room building (Items Rate) Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 in all kinds of soils.
Providing and laying in postion cement concrete of specified grade excluding the cost of centering and shuttering all work upto plith level 1:4:8 mix (1 cement :4 Coarse sand : 8 aggregate 40 mm normal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete
Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)
Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with 1:2.4(1 cement: 2 Coarse sand : 4 graded stone aggregate 20mm nominal size)
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto/above plinth level. Thermo -Mechanically Treated bars of grade Fe-500D or more
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls under 20 cm wide
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S angles 40x40x6mm for diagonal braces
Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel promer all complete. Fixed to steel windows by welding
Cement plaster (in coarse sand) 12mm Cement plaster of mix: 1:4 (1 cement:4 coarse sand)
15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:6 (1 cement : 6coarse sand)
Cement concrete flooring 1:2:4 (1 cement: 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. 40mm thick with 20mm nominal size stone aggregate
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia.
Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr by head load.
Carriage of Brick from klin to site of work by M.T 20km and by 100 mtr head load
Carriage of cement by M.T. 20 km and 100 mtr head load incl. cost of loading, unloading and stacking
Carriage of steel by M.T. 20 km and 100 mtr head load incl. cost of loading, unloading and stacking
Provision of Electric fitting inculding under ground conduit pipes, wiring , steel boxes and switches for 4 No light poinss(internal) with holder and Led bulbs and external 4 Nos with halogen/Led lights (external grade) including Service line Complete Job.
Construction of Boundary wall around the tube well station (Items Rate) Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 in all kinds of soils.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Dumping and filling of stone on level including supply of stones
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand)
Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Half brick masonry with common brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement 4 coarse sand) Parapit
Extra for Half Brick work masonry in superstructure above plinth level upto floor V level
15mm thick Cement plaster or rough side of single or half brick wall of mix : 1:4( 1 cement :4 coarse sand) wall with plinth
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km
Carriage of Bajri (above 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km
Carriage of Brick from klin to site of work by M.T 15 km
Providing and installation of sign board of size 8ft x 6 ft angle iron frame of size 50 x 50 x6 mm PBI sheet of 1.25 mm thickness including painting and writing
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. ( For Iron Gate)
Pipe Works: Providing , Laying and fitting of Rising main and Distribution system. Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10Sqm on plan, including dressing of sides and ramming of bottoms lit upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kind of soil
Providing and fixing of GI and HDPE pipes complete with cost of G.I pipes / HDPE pipes/ fittings excluding trenching and refilling etc. (External work)
GI pipe 100mm dia (Light )
GI pipe 80mm dia (Medium)
GI pipe 80mm dia (Light)
GI pipe 25mm dia
GI pipe 15mm dia
HDPE pipe 110 mm dia
HDPE pipe 90 mm dia
HDPE pipe 75 mm dia
HDPE pipe 63 mm dia
HDPE pipe 50 mm dia
Filling available excaved earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, lead upto 50 m and lift upto 1.5mtr.
Providing and fixing 80 mm dia C. I. sluice valve/ Check valve as per specifications IS: 14846 for control purpose of different dias including joining material , bolts, nuts , washer, rubber insertions etc.
Welding of joints by electric arc welding including testing and commissioning of joint incl. carriage of set and all other accessories including making arrangement for electric supply / arrangement for generator etc. complete
Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 40 mm dia
Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 50 mm dia
Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 65 mm dia
Providing and fixing gun metal gate valve with C.I wheel of approved quality (Screw end) 80 mm dia
Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 25mm to 40mm dia.
Making interconnection of Gi distribution branch with GI Main by providing and fixing tee, union incl. cutting and threading of pipe etc complete 50mm to 80mm dia.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 mtrs lead as per directions of Engineer in charge (Bituminous road)
Dismantling the tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead ( for thickness of tiles above 25 mm and upto 40 mm)
Providing and installation of household connection (FHTCs )
Construction of Balance work of 20000 Gallons Sump Tank: Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified gfrade for reinforced cement concrete work including pumping of R.M.C from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note:- Cement content considered in this item is @ 330/kg cum. Excess/ less cement used as per design mix is payable/ recoverable separately. All works above plinth level upto floor level V (Walling, beams)
Reinforcement cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm 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
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
Extra for shuttering in circular work (20% of respective centering and shuttering
Centring and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
Extra for shuttering in circular work (20% of respective centering and shuttering
Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Extra for shuttering in circular work (20% of respective centering and shuttering
Centring and shuttering including strutting, propping etc. and removal of form for: Arches, domes, vaults upto 6 mtrs span.
12 mm plaster of mix: 1:4(1 cement : 4coarse sand)
Extra for plastering on circular work not exceeding 6m in radius: In one coat
Cement concrete flooring 1:2:4 (1 cement: 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. 40mm thick with 20mm nominal size stone aggregate
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.( Manhole cover with locking system and ladder)
Providing and fixing AC plain, bends 80mm dia
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr head load
Carriage of Bajri (below 40mm) by Mechanical Transport from source to site of work for an av. Distance of 20 km and 100 mtr head load
Carriage of Cement by Mechanical Transport from source to site of work for an av. Distance of 15 km and 100 mtr head load
Carriage of steel by Mechanical Transport from source to site of work for an av. Distance of 15 km and 100 mtr head load
Mechanical Works: (Tube well Ghagwal) Providing, installation, testing and commissioning of submersible motor set along with standby unit having specification 5000 GPH x 100 mtr head including all electro-mechanical equipments such as providing/ fitting of M.S. Column pipes , M.S. langes, M.S. Bends, submersible cable, nuts bolts, washers etc. at tube well.
Providing, installation, testing and commissioning of two Nos. HC pump sets having specifications 5000 GPH x 100 Mtr head allong with allied works
Design, Fabrication, installation, testing and commissiong of 02 Nos. LT Control Panel with built infault analizer suitable for operation of two Nos. 30 HP HC pump sets.Providing, installation, testing and commissioning of 100 kva voltage stablizer with transformer oil along with allied electro- mechanical accessories
Existing pumping station Ghagwal: Design, Fabrication, installation, testing and commissiong of 01 No. LT Control Panel with built infault analizer suitable for operation of 60 HP HC pump set.along with allied works including earthing of all electric equipments installed in the pump room
CEEKAY EPC PROJECTS PRIVATE LIMITED (BID ID -2083868)
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