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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC COMMITTEE BAZAR HOSHIARPUR | HOSHIARPUR | PUNJAB | 144105 | ₹1.2 Cr | L1 | Accepted-AOC L1 |
| 2 | l2₹1.3 Cr+₹9.3 L (7.86%)Rejected-AOC HOSHIARPUR | HOSHIARPUR | HOSHIARPUR | PUNJAB | ₹1.3 Cr+₹9.3 L (7.86%) | l2 | Rejected-AOC L2 |
| 3 | l3₹1.3 Cr+₹14.8 L (12.5%)Rejected-AOC 60 ST NO 1 D GTB NAGAR NEAR KK ROAD BYPASS SHRI MUKTSAR SAHIB | ₹1.3 Cr+₹14.8 L (12.5%) | l3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | JASKARAN SINGH GILL CONTRACTORS L3 | BHUPESH MITTAL CONTRACTOR L2 | BEETAN ENTERPRISEZ L1 |
|---|---|---|---|---|---|---|
| 1.00Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open area including trimming and dressing sides leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation ,watering, including the cost of dewatering of rainwater, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involvingleadupto15meter complete in all respect | ||||||
| 2.00Earth work upto 1.5 m. Depth for | ||||||
| 3.00 | All classes of soil except rock | 1 | Cum | - | - | - |
| 4.00Exceeding 1.5mdepth but not exceeding 2.25 m depth | ||||||
| 5.00 | All classes of soil except rock | 1 | Cum | 5,870 ₹17,72,740 | 5,600 ₹16,91,200 | 5,400 ₹16,30,800 Lowest |
| 6.00Exceeding 2.25 m depth upto 3.00 m depth | ||||||
| 7.00 | All classes of soil except rock | 1 | Cum | 7,000 ₹7,63,000 Lowest | 7,500 ₹8,17,500 | 7,100 ₹7,73,900 |
| 8.00Exceeding 3.00 m depth upto 4.5 m depth | ||||||
| 9.00 | All classes of soil except rock | 1 | Cum | 7,200 ₹61,704 | 7,500 ₹64,275 | 6,200 ₹53,134 Lowest |
| 10.00 | Compaction of earthwork &Preparation of sub grade including loosening, leveling of earth 225mm thick top layer,roughdressingofsoil, final dressing of earth to give level, camber ,watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers | 1 | sqm | - | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
13 Aug 2025, 10:00 amClosed
Xen,Kandi Canal Stage2 Division,hoshiarpur
Xen,Kandi Canal Stage2 Division,hoshiarpur
ESTIMATE FOR CONSTRUCTION OF PUMP ROOM FOR KATHGARH LIFT IRRIGATION SCHEME STAGE-I OFFTAKING AT BURJI 38810 R/S OF BIST DOAB CANAL
2025_WR_145157_1
10/2025-26
Open Tender
Civil Works - Buildings
Item Rate
45 days
Hoshiarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
Yes
₹2.3 L
Yes
8 Sept 2025
17 Jul 2025
13 Aug 2025
17 Jul 2025
13 Aug 2025
17 Jul 2025
Amount
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open area including trimming and dressing sides leveling of beds of trenches to correct grade, cutting joint holes, refilling consolidation ,watering, including the cost of dewatering of rainwater, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involvingleadupto15meter complete in all respect
Earth work upto 1.5 m. Depth for
All classes of soil except rock
Exceeding 1.5mdepth but not exceeding 2.25 m depth
All classes of soil except rock
Exceeding 2.25 m depth upto 3.00 m depth
All classes of soil except rock
Exceeding 3.00 m depth upto 4.5 m depth
All classes of soil except rock
Compaction of earthwork &Preparation of sub grade including loosening, leveling of earth 225mm thick top layer,roughdressingofsoil, final dressing of earth to give level, camber ,watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers
Cement concrete 1:2:4
Mixing by mechanical means using concrete mixer volumetric type
First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth
First class burnt brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level
12.5 mm thick cement plaster 1:4
Extra for cabove4meters (where anysingle storey exceeds 4metres in height) for every additional height of 2metres orpart thereof for Brick Work/ Concrete Block/ Clay Block.
Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.
Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer asper IS:1791 andvibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.(
Shuttering for faces of concrete foundation sand foundation beam & plinth beam (vertical or battering)
Centering and shuttering for columns(Square or rectangular or polygonal in plain)
Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
Extra rate for shuttering work done above 4metres height (where any single storey exceeds 4metres in height) for every additional height of 1 metres or part thereof
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer asper IS:1791andvibrated by needle vibrator but excluding steel reinforcement centering and shuttering in superstructure
Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
Terracing consisting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing.
Embedding 100mm C.I. rain water pipe non pressure I.S.I. Mark pipe incement mortar during masonary work.(
Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16
Bottomkhurraonground1.2m0.6mconsistingof bricksonedgelaidincementmortar1:3over7.5 cmcementconcret1:8:16including12.5mmthick cement plaster 1:3
Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified
Centering and shuttering for faces of walls, partitions, retainingwallsand the like (vertical or battering including attached pilasters buttresses etc
Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position
Providing and Fixing in position collapsible steel shutters, with vertical channels 20mmx10mmx2mm and braced with flat iron diagonals 20mmx5mm size with top and bottom rails of T iron 40mmx40mmx6mm with 38mm dia steel pulleys, complete with bolts, nuts, locking arrangements, stoppers, handles, etc. complete in all respects.
Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete
Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter.
Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects
RECESSEDPVCCONDUITPIPEWIRING SYSTEM WITH MODULAR SWITCHES: Wiring inPVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100 volts grade to be laid in heavy gauge PVC conduit pipe20mm/25mm dia. (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealedmetal boxes (1.6mm thick with Brass lugs) required forsuitablenumberof modules (Modular accessories) for having Step type electronic fan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket (shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp.Switches,16/20Amp.switcheswith indicator etc. andcoveredwithFramePlate etc., PVC connector (For FanBoxandCall Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes(FourwayPVC1½"deepfor wall sand CI3" deepforceiling),bondingto earthwithPVC insulatedcopper conductor singlecoreFRcable (ISImarked) 1sq.mm, 1100volts grade (For 6Amp. wall socket & plugcontrol point) andotherpettymaterial etc., including the cost of abovematerial, cutting and filling up of chases (with finishing the surface):
Wiring fan point (With fan box)
Wiring light point
Wiring 6Amp. wall socket point
Wiring6Amp. Plugcontrol comprisingwall socket point
Wiring 16/20Amp. power plug control point
Wiring light point with double control switches.
ON LOAD CHANGEOVER SWITCH:
ON LOAD CHANGEOVER SWITCH (Without Sheet Enclosure):
Supplyanderectionof OnLoadChange overSwitchwithadvanceneutral UNIT (Panel mounting Cubical type) in the existing Cubical Panel Confirms to IS 13947 (Part-3) completewithG.I. Bolts, Nuts&Connections on both sides of switchwithsuitablesizeof thimblesas per PWD General Specifications:
On LoadChangeOver SwitchFour Pole 63amp., 415volts
PVC INSULATED PVC SHEATHED FR ROUND FLEXIBLE COPPER CONDUCTOR CABLE:
Supply and erection of PVC insulated PVCsheathedFR(2Core) roundflexible wire with copper conductor cable (ISI marked) confirm toIS:694/1990 leftbare in pipe or on surface with cleats of suitable sizecomplete inall respect as desired by the Engineer-in-charge:
Overall size 1.5sq.mm (48/0.20mm), 2Core
CABLE TRAY:
Supply and erection of MS perforated cable tray (MS Sheet thickness 2mm) with DA gray paint on the existing surfacewith thehelpofMSangle iron support (to be paintedwith approved paint)ofsize 50mmx50mm x 6mmthick tobefixedwithfastners/nut&boltsetc., completeinall respectasdesiredbythe Engineer-in-charge and as per PWD General Specifications:
CableTraySize150mmx50mmx50mm (2mm thick)
Preparationof plasteredor concretesurface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying twoormore coats toget required finish
Wall paintingwith plastic emulsion paint of approvedbrandandmanufacturer togivean even shade (two or more coats)
Supply&erectionofPVCConduitPipes (ISI marked) as per IS9537:Part-III & HDPE pipes (ISI marked) as per IS:4984:1995 for wiring purposes including bends, junction boxes, Steel hooks, M.S. saddle clamps and other pettymaterials etc.,asperPWDGeneral Specifications:ix) HeavyGaugePVCConduitPipe20mmdia. (Flushed)
Frosted
4mm thick (10.75 kg/sqm)
Deodar wood doors shutter windows shutter includinghinges, screwandcords etc. Complete fixed in position
Panelled, glazed or glazed and panelled.
30 mm thick
BHUPESH MITTAL CONTRACTOR (BID ID -670034)
JASKARAN SINGH GILL CONTRACTORS (BID ID -670263)
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