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Tender Value
₹99.5 L
EMD Value
₹2.0 L
Closing Date
26 Nov 2025, 3:00 pmClosed
Sr. xen civil mtc. division Jalandhar
Kothi no. 4 Shakti sadan jalandhar
Construction of flood protection wall,rain water harvesting system and sump pits at 220kv s/s Ladhowal
2025_POWER_152533_1
ET-37/2025-26
Open Tender
Civil Works
180 days
220kv s/s Ladhowal
Please refer tender documents
3 documents required · 3 mandatory
₹0
₹2.0 L
Yes
4 Feb 2026
24 Oct 2025
27 Nov 2025
24 Oct 2025
26 Nov 2025
24 Oct 2025
Dismantling brick work tile, masonry or tile lining ( In cement )
Scraping of Bricks ( Bricks dismantled from brick work in lime or cement.)
Dismantling of cement concrete (Cement concrete plain1:2:4 mix)
Dismantling of PCC 1:6:12 ( Lime concrete, cement concrete of 1:6:12 or leaner mix)
Dismantling wire gauge with frame work including separating frame work and putting wire gauge into rolls.
Dismantling barbed wire or flexible wire rope in luding making rolls and staking within 50 mt.
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
Cement concrete 1:6:12 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.
Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.
12.5 mm thick cement plaster 1:4
20 mm thick cement plaster 1:4 in two coat work
Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span
Providing and fixing wire netting mesh of 12 gauge 50x50 mm mesh with 180 cms high fastened galvanized with 4 numbers MS wire rope of 1/16"dia 6/7 strands each with all fittings complete in all respects.
P&F barbed wire fencing consisting of galvanized steel barbed wire having dia 2.24mm (2Ply) barbed with 4 points as per IS 278/1962 i/c allfittings such as U-clamp tighting nuts and bolts unrolling and streching complete as per Drg. No. HW/TB-5635-R-2 and Arch/Drg. No. 3R-3/job No 112/S.
Painting one coat with aluminum paint on old work to give an even shade
Site Clearance
Recovery of Bricks
Recovery of Brick Bats
Recovery of Iron Scrap
Dismantling of flexible pavement thickness above 50 mm by mechanical means
Earthwork excavation in ordinary soil, exclusive of compensation of earth:- Earthworkundressedwithacombined lead upto 15 metres including breaking of clods.
Granular Sub-Base Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications
Consolidation of WBM Grade-II (1/2 of labour rate)
Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads 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 binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications
PCC 1:4:8 ( with stone aggregate 40mm gauge) (mixing by mechanical means using concrete mixer volumetric type)
Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
Cold twisted deformed (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
Joint Sealing Compound b) Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications
Construction of Embankment with Earth obtained from Roadway Cutting or Excavation Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compactingtomeet requirementof table300-2as per technical clause 305 of MORT&H specifications
Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
Extra for rolling to specifications
Taking out existing CC interlocking paver from footpath including removal of rubish etc. disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 m lead
Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
Colour washing (two or more coats)
Excavation manually in trenches with straight or open cutting in built up street/ lane having wall to wall width of street/ lane upto 3.0 metre, for intramural sullage drains, extramural intercepting drains and outfall drains, storm water channels and other work contingent or incident thereto, to full dimensions and depth as shown on the drawings or as shall be required by Engineerin-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic. Providing and fixing and maintenance of caution boards, fencing, night signals, for leads upto 15m and for all lifts and subsequent refilling, watering and dressing upto groung level, including removal of surplus spoil from the site upto 15 metre distance complete in all respects
First class burnt brick work laid in cement sand mortar 1:7 in first storey upto 4 metres above plinth level.
Extra labour for First class burnt brick masonry in well steining of circular well.
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
5.2 i) Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth. 4.1 b) Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal
P&F manhole cover 500mm dia with frame as per drawing
Supplying & laying dry brick bats
Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge.(150mm nominal dia)
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.(150mm noinal dia)
Providing foot rest for well shaft made of 20x20 mm square bars i/c fixing in man hole/well shaft
Supplying and fixing well cap having thread to fix on housing pipe complete in all respects
Boring with 150 mm diametre casing pipe for tube well in all kinds of soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested
Providing and fixing in position HCI grating 150x150 mm for gully trap (H.C.I. grating including painting with black bitumastic superior paint of approved manufacture three coats.)
Ist class brick work in CM 1:6 in foundation and plinth
Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material
12.5 mm thick Plastering on walls with cement plaster 1:3
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer -in-charge
Supply and fixing of 2 HP 3 phase sewage pump alongwith control panel and water level controller
Providing dual core wire size 2.5 sqm
Providing and laying,jointing,fixing,testing ISI Marked G.I Pipe B Class,including cost of specials such as tees,bends,sockets elbow etc. cutting,threading and testing in trenches in ground complete
Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.
Extra carriage and diffrence of rates for cement
Extra carriage and diffrence of rates for fine sand
Extra carriage and diffrence of rates for coarse sand
Extra carriage and diffrence of rates for stone ballast 40 mm
Extra carriage and diffrence of rates for stone metal 45-63 mm
Extra carriage and diffrence of rates for crusher 13.2 mm
Extra carriage and diffrence of rates for crusher 11.2 mm
Extra carriage and diffrence of rates for bricks
Extra carriage and diffrence of rates for steel
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Tendernotice_1.pdf
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TermsAndConditionLadhowal.pdf
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ContractAgreeLadhowal.pdf
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TechnicalspecificationLadhowal.pdf
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TcBOQ.pdf
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reverseauction.pdf
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BOQ_309070.xls
BOQ • 0.32 MB
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