View Bid Results For Prestressed Concrete Pipe Tenders

We found 99 Bid Results related to prestressed concrete pipe tenders. You can find Contractor details who won prestressed concrete pipe tenders along with contract details in Bid awards announcements section.

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Public Administrative Department #11321044 Technical Bid

Tender for Providing And Laying Reinforced Cement Concrete Pipe Np4/ Prestressed Concrete Pipe From Vipin Kumar Plot No 24 To Utam Singh Bhati Plot No 64 Indira Colony Phalodi .

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 11

Rajasthan View Result →

Educational and Research Institute #11299551 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Statutory Bodies & Commissions/Committees No of Bidders 3

Tamil Nadu View Result →

Housing Urban and Rular Development #11230192 AOC

Contract Date: Jun 04, 2026 Contract Value : ₹ 1.14 Crore

Government Departments No of Bidders 3

Uttar Pradesh View Result →

Housing Urban and Rular Development #11053797 AOC

Contract Date: Jun 08, 2026 Contract Value : ₹ 34.28 Lakh

Government Departments No of Bidders 5

Uttar Pradesh View Result →

Housing Urban and Rular Development #10778167 Price Bid

Tender For Maintenance of Road (Project-126 Model Road) Noida - Earth work in excavation by Mecanical means ( Hydraulic Excavator ) Manual means over Areas Exclooding 30cm in Depth , 1.5m in With as well as 10 Sqm on Plan including getting out and disposal of Excavated earth load upto 50 m and Lift upto 1.5m as direction by engineer in Charge . The Contractor has defect different utilities like Sever line, water supply line, electric cable , Telephone Cable , Gas Pipe line Etc. using Utility Detecting Machine Before Start of Excavation and Shall atart Excavated only After Getting Permission on E/I. 2 Providing and laying Cement concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:4:8 (1 cement ; 4 Coarse sand : 8 graded Stone Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work. 3 Providing and laying Cement concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in the proportion of 1:3:6 (1 cement ; 4 Coarse sand : 8 graded Stone Ballast 40mm. Nominal size.) including supply of all materials, labour and T & P etc. required for proper completion of the work. 4 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 5 Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness nodular width 1200 mm in Controlled Factory Envionment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should bel done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels off tandard make & layed on bed with the help of extruder/Slipfonner, finishing, curing and also provision off steam curing. Cutting, making necessary cutout/holes of required sizes for services in stab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-change. (Cost of strands should be paid separately) Note: Exces/less cement over the specified cement content used as per design mix is payable/recoverablo separatcly) icluding steel & Transport charge. 150 mm thick hollow core stab Providing and laying in position cument 6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth and above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 7 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. 8 Brick work with Common Brunt clay F.P.S( Non-modular) bricks of class designation 100 in foundation and plinth in:Cement mortar 1:4 (1 cement :4 coarse sand) 9 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 10 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 11 12mm cement plaster on of mix: 1:4 (1 cement : 4 coarse sand) 12 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm 13 Providing wall putty on Old Surface with Approved Quality Material of Berger/J.K/Birla or Similar make 2 Coats. 14 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 15 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 17 Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 18 Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 19 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). 20 Providing and Fixing of Multi cell Polycarbonate Panels 12 mm Danpalthick with 3 cells 4 walls structure over MS Supporting structures / MS frame (Paid separately). Panel Width shall be600-900 mm to ensure best performance for wind uplift. The panels shall be uniform in color with an integral Multi-Cell core. In a cross section, the core shall be constructed of Microcell of max 4.5mm x4.5 mm and soft light finish DG both side. The appearance should be either rectangular/tight cell like to giveMR highest resistance to impact and hail damage. The weight of theSqm 5205;$208.00 panel only shall not be less than 1550 gram per square meter. panel should have co-extruded UV protection with U value 2.4 RCHIW/M2.K and UV transmission less than 0.1% with UV filtration test AS No. 1067-1990. Panel and system should have impact and shock resistance with D1-10j -M 50,300 J-M 50 400 J. I DEL Polycarbonate panels also shall have Yellowness Index as perASTM D 1925 and sample exposed to UV for minimum 2000Hrs. Panel should (have fire test-Bsido.5205.70/3gm Lowest rates reicud 21 Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. 22 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm 23 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe 24 Demolishing cement concrete including disposal of material within 50 metre lead: Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 25 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 26 Extra for cutting reinforcement bars in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) 27 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work. 28 Dismolishing brick work manually / by mechanical means including stacking of sericeable material and disposal of unserviceable material within 50 metre lead as per direction of engineer- in- charge. In cement mortar 29 Removing mortar form bricks and cleaning bricks including stacking within a lead of 50m (stacks of cleaned bricks shall be measured): From brick work in cement mortar 30 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 50metres lead. 31 Dismantling including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.Water bound macadam road 32 bituminous road 33 Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre) 34 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge 35 Disposal of building rubbish / malba / similarunserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer- in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 36 TR Concrete bench Supply of concrete bench as per approved design casted in FRP mould for uniform surface straingthness and appropriate edge precasted with M-25 concrete mix appropriate reinforcement, the other surface to be coated with sealer. 37 Providing and fixing of Signage of Size 3000x600x150mm height approx in MS finished as per attached drawing/image and placing on finished platform as attached drawing without damaging the edges complete as per instruction from consultant and Engineer-in-charge. 38 Providing and fixing of Decorative wall (IAM NOIDA) of Size 5000mm height approx in 75x100mm MS sections with letters in laser cuttring aluminium finished as per attached drawing and placing in position without damaging the edges complete as per instruction from consultant and Engineer-in-charge. 39 Providing and fixing of Colourful swing sculptures of Size 3000mm height approx in 1000x500mm MS finished as per attached drawing and placing in position without damaging the edges complete as per instruction from consultant and Engineer-in-charge. 40 Providing and fixing of MS Sphere entry of 2100mm height approx in 304 SS finished as per attached drawing and placing in position without damaging the edges complete as per instruction from consultant and Engineer-in-charge. 41 White Marble Modern Art Ht. 120 (3 nos of each set) 42 Concrete bench with planter supply of glass fiber reinforced concrete bench as per approved design, the planter should be casted in fiber reinforced plastic molds allowing tolerence +10 mm. The wall thickness should be minimum 25 mm, casted in portland cement based of J.K. Cement, Ultratech or equivalent, using appropriate reinforced with alkali resistence glass fiber rainging from 3 to 5% of N.E.G. Japan or ownes cornng. The bench should be pigmented with synthetic oxide non fading water proof, UV resistance pigment of M/s Bayferrox / Lanxess of equivalent. The outer surface need to be coated with sealer. 43 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 44 P/F of 4050 mm dia granite polished spheres with base plate of granite 45 Dustbin-MSWDBANALYSIS OF RATEDim:- 370 L x 340 w x 875 H mm.Capacity- 50 Ltr.Construction:-GI. powder coated frame with 70 x 12 mm synthetic wood planks cladding (synthetic wood is a composite material of wood & plastic which makes it termite free and weather resistance & has a good self life). 46 Providiing and fixing of 8x8 metal kiosk with canopy on windows and completely locable as approved by architect. 47 CNC Jali 4 mm powder coated MS Sheet 4874.12-18% GST 48 P/F of Saucer drain of Size 600x300x100 m (along the side) in PCC (1:1/2:3) Complete and provide proper slope of drain of rainwateron the top of drain including all lead lift etc complete for the fineshedItem of work as per direction Engineer in charge. Note: ( No Separate measurement will be considered for the excavation) : M 40 Grade. 49 Supply of Labour Complete at site on etc. in all respect as per direction of engineer in charge. 50 Supply of Tractor with Trolley Complete at site on hire basis including cost of diesel and driver etc. complete in all respect as per direction of engineer in charge. 51 Supply of J.C.B. Complete at site on hire basis including cost of diesel and driver etc. complete in all respect as per direction of engineer in charge.

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 5

Uttar Pradesh View Result →

Housing Urban and Rular Development #10373373 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 10

Uttar Pradesh View Result →

Housing Urban and Rular Development #10334207 Price Bid

Tender For Widening And Strengthening Of Nihastha-Kheero-Paho-Maurawan Road (Odr) - Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 2 Construction of embankment with approved material obtained from all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 3 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. 4 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / baseourse on well prepared surface and compacting with vibratory roller to achieve the desired density. 5 Providing and applying primer coat withSS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. 6 Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.. 7 Providing and applying tack coat with bitumen VG-10 using Bitumen distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom. 8 Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respects. 9 Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 10 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. 11 Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size echanically mixed, placed in foundation and compactedby vibration including curing for 14 days. 12 Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. 13 RCC Grade M25 using batching plant transit mixer & Concrete pump. 14 Plastering with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications. 15 Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications . 16 Widening & Repairing of old HP Culvert 1000 mm dia Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 17 Construction HP Culvert 600 mm dia Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 18 Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications. 19 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 3

Uttar Pradesh View Result →

Housing Urban and Rular Development #9941822 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 1

Uttar Pradesh View Result →

Civil Aviation #9912282 AOC

Contract Date: May 30, 2026 Contract Value : ₹ 57.09 Crore

Government Departments No of Bidders 3

Uttarakhand View Result →

10.

Housing Urban and Rular Development #9890179 AOC

Tender For Providing And Laying New 450Mm Dia Di Pumping Main At Vizhidiyur Road (Southern Side) For Delinking The Damaged Prestressed Concrete 450Mm Dia Pipe And Interlinking The Pumping Main With The Existing Pumping Main (2 Ends) At Ch.3/540Km To 3/590Km (50M) And 3/810Km To 3/870 Km (60M) In Oduthurai Village, Karaikal

Contract Date: Mar 13, 2026 Contract Value : ₹ 13.50 Lakh

Government Departments No of Bidders 1

Puducherry View Result →

11.

Housing Urban and Rular Development #9786076 Price Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 5

Madhya Pradesh View Result →

12.

Housing Urban and Rular Development #9761300 Technical Bid

Maintenance of Drain (Repair, Raising And Covering Of Main Darin Along Sector-67 On 60Mtr. Wide Kailash Road) Noida - Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. All kinds of soil. The contrector has to detect different utilites like sewer line water supply line elecctric cable telephone cable gas pipe line etc. using utility detectingmachine before start of excavetion andshall start excavetion only after getting permissionof Engineer -in Charge . 2 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 3 12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) 4 Neat cement punning 5 Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately). Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately 150 mm thick hollow core slab 6 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 7 Supply of Mobile Hydraulic Crane 35 Tonne Capacity (173 HP) in all respect as per direction of Engineering in Charge. 8 Dewatring Pump 10 HP at site on hire bases including cost of diesel and driver etc complete in all respect as per direction of engineer in charge. 9 Empty bag filling by sand: Supply and laying fo sandy earth plastic cement bags (Volume 0.035 cum) including cost fo earth cost of empty bags, labour, stitching with sututely complete, laying and placing complete at the place of restoration of embankment.

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 6

Uttar Pradesh View Result →

13.

Road Transport and Highways #9414801 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 9

Gujarat View Result →

14.

Rural Development #9405847 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 1

Bihar View Result →

15.

Housing Urban and Rular Development #9404278 AOC

Contract Date: Jan 16, 2026 Contract Value : ₹ 1.38 Crore

Government Departments No of Bidders 2

Uttar Pradesh View Result →

16.

Rural Development #9388279 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 1

Bihar View Result →

17.

Rural Development #9388272 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 1

Bihar View Result →

18.

Environment and Forests #9365831 AOC

Tender For Supply Of Construction Material Sanitary Items Fabrications Work Ms Steel Hollow Pipe Painting Items Electric Items Water Tanker Black Soil Dung Fertilize For Department Work; 1 Iron (in tons) 06 mm (ISI TMT) 2 Iron (in tons) 08 mm (ISI TMT) 3 Iron (in tons) 10 mm (ISI TMT) 4 Iron (in tons) 12 mm (ISI TMT) 5 Iron (in tons) 16 mm (ISI TMT) 6 Cement 43 grade (ISI) standard bag (major brand) 7 Sand (river) high quality 8 M Sand (IS-383:1970 grade) 9 Aggregate Granite Black Basalt 20 mm 10 Aggregate Granite Black Basalt 40 mm 11 Murum 12 Fly ash bricks (20 x 10 x 10 cm) 13 Red bricks (20 x 10 x 10 cm) 14 Coloured profile sheets ISI marked in all colours (corrugated) Pattern) 15 Prestressed precast wall (SqMtr ) Size-both side smooth finish surface wall M40 grade concrete- Panel size 2100x300x50 mm (having minimum 4 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm) Prestressed precast column size- 150x150 mm (Customized) having minimum 7 nos of high tensile steel wire as per IS 6006:2014 of dia 3 mm vertically in full length to erect precast including all kind of transportation accept erection grouting the pit with M-20 grade of concrete and fitting) 16 Aluminium section (door/window) ISI marked sliding window with aluminium frame and gravel complete with glass/masket/jali (steel jali) 17 Door/window frames (made of poly PVC) with hole pass 18 Door/Window Frames (made of wood) with hole pass 19 Wooden Door (with handle, drop latch, door stopper, and hinge) Window Frame (size 4x3) (made of Salsaja wood only) with hole pass 20 Laminated Flush Door Doors (thickness 30 mm) with handle, drop latch, door stopper, and hinge 21 Memorandum Door Water Proof (IS Mark) with handle, drop latch, door stopper, and hinge - Door D1 (31x610), Door D2 (24x610) 22 Chemical Door Water Proof (IS Mark) with handle, drop latch, door stopper, and hinge - Door D1 (31x610), Door D2 (24x610) 23 Vitrified Tiles ISI 2X 2 Single Charge 24 Tiles Vitrified ISI 2X 2 Multi Charge & Double Charge 25 Tiles Glazed ISI 12X 18 12X 18 (Waterproof) 26 Hydraulic Paving Blocks 60 mm per piece (Coloured & Polished) 27 Sanitary Materials (JAQUAR, SERA, HINDUSTAN, SOMANYAQUA, Plumber & Other Reputed Brands) (1 Year Warranty) (Sub-item wise list of sanitary materials is at Annexure-1. Item-wise rates must be submitted offline.) The online rate will reflect the total price of all items. 28 Painting Materials (Asian Paints, Dulux Paints, Berger Paints, Nerolac Paints, Indigo Paints, British Paints & Other Reputed Brands) (Sub-item wise list of painting materials is at Annexure-1 The list is Annexure-02. Each item wise rate must be submitted in offline mode.) The online rate will indicate the total value of all items. 29 Electrical Materials (ANCHORWIPROPOLYCABPHILIPSLEGRAND SCHEIDER ELECTRIC & Other Reputed Brand) (01 Year Warranty) (Electrical Materials sub item wise list is Annexure-03. Each item wise rate must be submitted in offline mode.) The online rate will indicate the total value of all items. 30 Fabrication Work Fabrication work with ISI certified iron grills, angles and square rods including welding - (for windows, ventilators, gates etc.) 31 Water Tanker (New) MS and GI Water Tanker (Capacity 5000 LtAttached Wheels and Attachment Frame) (painted red and green) 32 MS Steel Hollow Pipe (ISI) (Tata Steel, JSW Steel, Jindal Steel & Power Steel) 33 Fertile soil (black), with adequate amount of humus, porous soil, free from plastic and other harmful waste, and free from pebbles and stones. 34 Cow dung manure (1) Two years old rotten manure with less than 15% moisture. 2) Free from other waste materials like pebbles, stones, plastic etc. 35 Board making work with oil paint with 4 feet X 4 feet X 10 feet quantity, minimum and maximum weight 50 kg, including all charges. 36 Gate making work with labour. (Minimum and maximum weight 220 kg. Rates inclusive of all taxes.) 37 Dust (Churi) 38 Irrigation Pipe 90 mm (90 mm diameter, 20 feet long) 39 Irrigation Pipe 75 mm (75 mm diameter, 20 feet long) 40 Electric Motor Pump 5 HP 41 Electric Motor Pump 7.5 HP 42 Electric Motor Pump 10 HP 43 Plywood Work (18 mm) Including material transportation, loading, unloading, and fitting charges and all applicable taxes. 44 Stainless Steel Pipe Grade 202 Gauge 16.5 X 1 (Pipe Length 20 feet, weight 5.5 kg) Including material transportation, loading, unloading, and fitting charges and all applicable taxes. 45 Stainless Steel Pipe Grade 304 Gauge 16.5 X 1 (Pipe Length 20 feet, weight 5.5 kg) Material transportation including loading, unloading, and fitting charges and all applicable taxes. 46 PVC Panel Work (Size 3mm) Material transportation including loading, unloading, and fitting charges and all applicable taxes. 47 PVC Panel Work (Size 6mm) Material transportation including loading, unloading, and fitting charges and all applicable taxes. 48 PVC Panel Work (Size 8mm) Material transportation including loading, unloading, and fitting charges and all applicable taxes. 49 PVC Panel Work (Size 10mm) Material transportation including loading, unloading, and fitting charges and all applicable taxes. 50 PVC Panel Louvere Work (Size 3mm) Material transportation including loading, unloading, and fitting charges and all applicable taxes. 51 PVC Panel Louvere Work (Size 6mm) Material transportation including loading, unloading, and fitting charges and all applicable taxes. 52 PVC Panel Louvere Work (Size 8mm)material conversion

Contract Date: Mar 18, 2026 Contract Value : ₹ 50.00 Lakh

Government Departments No of Bidders 6

Madhya Pradesh View Result →

19.

Defence #9353932 AOC

Contract Date: Feb 19, 2026 Contract Value : ₹ 5.00 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 7

Andhra Pradesh View Result →

20.

Public Administrative Department #9190070 Technical Bid

Tender For Drain Construction Work On Mandi Road - Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 4 Carriage of Materials by mechanical transport including loading, unloading and stacking up m 1km 5 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size) 6 Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) 7 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). 8 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement :4 fine/ coarse sand) 9 Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge Average thickness 60 to 75 mm 10 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars 11 Kota stone slab 20 mm to 25 mm thick (semi-polished) area 2001-5000 sqcm 12 Providing and Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery.300 mm internal diameter 13 600MM

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 2

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21.

Housing Urban and Rular Development #9089289 Technical Bid

Tender For Remaining Work On Salawas Bridge; 1 Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[MoRTH Specification : Clause : 304] 2 Cement Concrete for plain / reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [MoRTH Specification Section 1700&1500] Grade M-15 fo PCC 3 Plain / reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. Grade M-35 4 Supplying, fititng and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification MoRTH Section 1600,2200. 5 Plain / reinforced cement concrete in substructure complete as per drawing and technical specifications MoRTH Section 1500,1700, 2200. .Grade M-35 6 Providing and laying HYSD Steel reinforcement at any level in sub structure complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)] 7 Furnishing and placing reinforced/ prestressed cement concrete in superstructure as per drawing and MoRTH specifications section 1500, 1600, 1700..Grade M-30 8 Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specification section 1600. 9 Providing weep holes in brick masonry/ plain/ reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and technical specifications. Retaining wall 10 Providing & Fixing in position 20mm thick premoulded joint filer in expansion joint complete. Retaining wall Joints 20 mm thick 11 Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200. 12 Providing laying, spreading and compacting specified graded crushed stone in sub-base course including premixing the material at OMC in wet mix plant, carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a prepared surface and compacting with vibratory compactorto achieve the desired density including all material, labour, mach-nery, lighting barricading and maintenance of diversion complete.[MoRTH specification Clause 401] includiong 20 Km lead . For Grading I Material 13 PProviding, laying, spreading and compacting stone aggregate 250mm Thick of as per table 400-12 and 400-13 Wet Mix Macadam (WMM) specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with all lead 14 Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.5 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502, 501.5.2,112 (Including cleaning of road surface ) 15 Providing and laying bituminous macadam on prepared surface with specified graded crushed aggregate as per table 500 - 6, grading -1for base / binder course including loading of aggregates with F.E loader and heating and mixing of stone aggregate and bitumen in approved hot mix plant as per clause 6.5 of manual transporting the mixed material in tipper to paver and laying mixed material with sansor paver finisher to the required level and grade rolling by power roller & vibratory compactor to achieve the desired density (approved by the department )excluding cost of primer /tack coat [MoRTH Specification : Clause 504,112] 50-100 mm compacted thickness with 3.30% bitumen with lead of mix 20 Km. 16 Providing and laying Dense Bituminous Macadam (DBM) on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader heating of binder aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505,112]Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30 grade) & thickness 50 - 75 mm 17 Providing and laying bituminous concrete (BC) as per design mix on prepared surface with specified graded stone as per table 500-16 for wearing course including loading of aggregate with F.E loader and hot mixing of binder and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification : Clause -507,112)Grade-I Bitumen @ 5.5 % of mix With all lead of mix material VG-30 grade. 18 Providing and laying of hot applied thermoplastic compound inclusive type I reflectrosing glass beads as per table 800-9, 800-10 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type II in addition @ 250 gms per Sqm with a road marking machine as per IRC: 35 complete with traffic diversion arrangement as per MORTH specification clause 803.4. 19 Providing and laying of filter media with granularmaterials/stonecrushedaggregates satisfying the requirements laid down in Clause 2504.2. Of MORT&H specifications to athicknessofnotlessthan600mmwith smallersizetowardsthesoilandbiggersize towards the wall and provided over the entire surface behind abutment, wing wall and return walltothefullheightcompactedtoafirm conditioncompleteasperdrawingand technical specifications clause 710.1.4 of IRC 78 & MoRTH section 2200. 20 Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatorysignasperIRC-67 madeofhigh intensitygradesheetinglettering,border& signsfixedoveraluminiumsheeting,1.5mm thick,fixedonmildsteelangleironframe 50mmx50mmx6mm supported on a mild steel angleironpost75mmx75mmx6mmuptothe top ofsign board, length ofpost from bottom of sign boardis 2.85m. upto foundation level postdulypainted inblack&whitesynthetic enamel. fixedtothegroundbymeansof properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing&asperMORTHspecificationCl. 801. 21 Providing and fixing of retro- reflectorised inclusive cautionary, mandatory and informatorysignasperIRC-67 madeofhigh intensitygradesheetinglettering,border& signsfixedoveraluminiumsheeting,1.5mm thick,fixedonmildsteelangleironframe 50mmx50mmx6mm supported on a mild steel angleironpost75mmx75mmx6mmuptothe top ofsign board, length ofpost from bottom of sign boardis 2.85m. upto foundation level postdulypainted inblack&whitesynthetic enamel. fixedtothegroundbymeansof properly designed foundation with M-15 grade cement concrete 45 Cm x 45 Cm x 60Cm, 60 cm below ground level as per approved drawing&asperMORTHspecificationCl. 801. 22 ( Cats Eyes):Providing&fixingTwowayreflectivePlastic body raised road studs with anchor with shank 100x100x19.8 specialreflectiveelements19 degree tilted etc. complete made by swareflex at9m.centretocentreonedgelenes,lane linesand1m.centretocentreonpedestrai crossingincludingfixing,costofconveyance of all materials to site including labour and hire charges for machineries involved etc. completeasperstandardspecificationsand directions of the Engineer-in-charge.. 23 Painting two coats after filling the surface with synthetic enamel paint in all shades on plastered concrete surfaces as per MORTHspecifications Cl. 803. on New Surface

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 1

Rajasthan View Result →

22.

Public Administrative Department #9083717 Technical Bid

Tender for 03 – Drain construction work near Archana Talkies - Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m 3 Carriage of Materials by mechanical transport including loading, unloading and stacking up m 1km 4 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size) 5 Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) 6 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size). 7 Cement plastering including T&P, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : 1:4 (1 cement :4 fine/ coarse sand) 8 Providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of Engineer-in-charge Average thickness 60 to 75 mm 9 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars 10 Providing and Laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery600 mm internal diameter

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 1

Rajasthan View Result →

23.

Educational and Research Institute #9058833 Technical Bid

Tender For Procurement Of Medical Books At Learning Resource Center - Earth Work In Excavation By Mechanical Means ( Hydraulic Excavator ) / Manual Means Over Areas ( Exceeding 30Cm In Depth , 1.5 M In Width As Well As 10Sqm On Plan ) Including Getting Out And Disposal Of Excavated Earth, Lead Upto 50M And Lift Upto 1.5M, As Directed By Engineer Incharge.2.6.1 All Kind Of Soil. 2 Providing And Laying Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering-All Work Upto Plinth Level ( 4.1.4 ) 1:3:6 ( 1 Cement: 3Coarse Sand:6 Graded Stone Aggregate 20 Mm Normal Size ) 3 Providing And Laying Cement Concrete Of Specified Grade Excluding The Cost Of Centering And Shuttering-All Work Upto Plinth Level ( 4.1.1 ) 1:1.5:3 ( 1 Cement: 1.5Coarse Sand:3 Graded Stone Aggregate 20Mm Normal Size ) 4 Laying Reinforcement Cement Concrete Pipe Np4 / Prestressed Concrete Pipe On First Class Bedding In Single Row. ( Laying Reinforced Cement Concrete Pipe For Culvers On First Class Bedding Of Granular Materials In Single Row Including Fixing Collar With Cement Mortar1:2 But Excluding Excavation, Protection Works, Backfilling, Concrete And Masonry Works In Head Walls And Parapets. ) Np3 Pipe ( Ii ) 900Mm Diameter. 5 Random Rubble Masonry With Hard Stone In Foundation And Plinth Including Levelling Up With Cement Concrete 1:6 :12 ( 1 Cement :6 Coarse Sand : 12 Graded Stone Aggregate 20Mm Nominal Size ) At Plinth Level With: 7.1.1 Cement Mortar 1:6 ( 1 Cement : 6 Coarse Sand ) 6 12 Mm Cement Plaster Of Mix 13.1.1, 1:4 ( 1 Cement: 4 Fine Sand ) 7 Neat Cement Punning 8 Boulder Apron Laid In Wire Crates ( Providing And Laying Of Boulder Apron Laid In Wire Crates Made With4mm Dia Gi Wire Conforming To Is :280 & Is : 4826 In 100Mm 100Mm Mesh ( Weaved Diagonally ) Including 10% Extra For Laps And Joints Laid With Stone Boulder Weighing Not Less Than 40Kg Each. )

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 4

Maharashtra View Result →

24.

Road Transport and Highways #9024650 Technical Bid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Government Departments No of Bidders 9

Gujarat View Result →

25.

Public Administrative Department #8991397 Technical Bid

Sitc Of 20 Mtr High Mast At Various place At Municipal Board Malakhera Alwar , Supply, Erection Testing And Commissioning Of High Mast Lighting System (As Per Cp3-Trt/1996Ofile,Uk)Consisting Oftotally Hotdipgalvanisedby Single Dipped Method High Mast, Lantern Carriage Suitable For Up To 12 Nos Luminaries,Mastheadassembly,Two Nos Aviation Obstructionneon Lights, Double Drum Type Self Sustaining Winch, Integral Power Tool( Winch Motor With Control Circuit) Hot Dipped Galvanised Heavy Duty Pipe Lightening Finial,Suitableropes Andccfoundationofm-15Gradecompleteas Required. Themastis Constructedfrommildsteelplates(As Perbs-En 10025)Cut And Foldedtoformapolygonalsection,Telescopicjointedandweldingasperbs 5135. The Complete Work Shall Be Supervised And Certified By The Manufacturers For Satisfactory Supply, Erection, Testing And Commissioning Of High Mast. With All Accessories, Which Also Includs Internal Electrical Cable And Panel With Foundation, Erection & Commissioning Excluding Luminaries And Lamps 20-0Mtr Hm (In 2 Section) Group 1 , P & F Of Ip-66 Protected High Power Led Flood Light System With Extruded Aluminiumhousing , Toughened Glass Diffuser With Suitable Lenses On Led To Achieve Various Beam Angles, 350 Volt, 50Hz, Of High Power Led Lamps Supplied With Pre Wired Cable Of 1 Mtr. Integrated Driver Shall Be High Efficiency Having Efficiency More Than 85 % And In Compliance To Iec Standards. System Life Of 50000 Burning Hours With 70 % Of Initial Lumen Be Maintained. Light Output In Red , Green , Blue, Cool White Or Warm White Colour As Per Engineers Choice. Fixtures Shall Be Ce Compliance. (Group-1) High Power Led Flood Light 350Wattgr-1 , P&F Of Ip 55 Protected Light Controlled Switch Based On Infrared Sensing And Daylight With Built In Over Load Protection Timer To Switch Off At Preselecteedtime .Switch Shall Have 7 Days Power Backup Without Hampering Of Present Time Over Ride Facility For Maintence Purpose . Suitable For 15 Kw Load (Three Phase ) Including Contractor Mcb Cable Glands Terminal Block And Locking. , Supplying And Drawing Fr Pvc Insulated & Unsheathed Flexible Copper Conductor Isi Marked Is:694) Of 1.1 Kv Grade And Approved Make In Existing Surface Or Recessed Conduit/Casing Capping Including Making Connections Etc. As Required. 4X 2.5 Sq.Mm. , Flexible Copper Conductor Isi Marked (Is:694) Of 1.1 Kv Grade And Approved Make In Existing Surface Or Recessed Conduit/Casing Capping Including Making Connections Etc. As Required. 4 X 16.0 Sq.Mm. , Supply& Fixng Earth Wire And Strip In Horizontal Or Vertical Run In Ground/Surface/Recess Including Riveting/Soldering Saddles Making Conection Etc. As Require 6 Swg Copper Wire , Providing And Fixing In Position Lightening Arrester Set Complete With 600Mm X 600Mm X 6Mm Thick G.I. Earthing Plate Embedded Below Ground In Earthling Pit At 3.5 Metre Depth, G.I. Strip Of Size 25Mmx5mm Thick From Earthing Plate To Top Of Over Head Tank, G.I. Finial Made Of Gi Bar 25Mm Dia And 2M Long Fixed On Top Of Oh Tank And Connected To Gi Strip. The Earthling Set Shall Comply Of Is:3043 Complete In All Respect As Per Specification And The Direction Of The Engineer , S & Laying Following Size ‘B’ Class G.I. Pipe Confirming To Is: 1239 P-1 (1990) With Accessories For Laying Earth Conductor/ Strip/ Cable In Ground/ Surface/ Recess As Required. 50 Mm Dia , P & F Of Aviation Obstruction Light Luminaire Comprising Of Yellow Painted Die Cast Aluminium Alloy Housing, Built In 75 Va Step Up Transformer, Heat Resistant Clear Glass Cover, Neon Spiral Lamp Complete In All Respect , Providing And Laying Un-Reinforced, Dowel Jointed, Plain Cement Concrete Mix In Pavement Over A Prepared Sub Base With 43 Grade Cement, Coarse And Fine Aggregate Conforming To Is: 383, Maximum Size Of Coarse Aggregate Not Exceeding 25 Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With A Fixed Form Or Slip Form Paver, Spread, Compacted And Finished In A Continuous Operation Including Provision Of Contraction, Expansion, Construction And Longitudinal Joints, Joint Filler, Separation Membrane, Sealant Primer, Joint Sealant, Debonding Strip, Dowel Bar, Tie Rod, Admixtures As Approved, Curing Compound, Finishing To Lines And Grades Complete As Per Drawing And As Per Clause 602, 112 Of Mort&H Specification Including All Material, Labour, Machinery, Lighting, Guarding And Maintenance Of Diversion. , Prestressed /Reinforced Cement Concrete With Separating, Cleaning, Straightening And Cutting Of Bars , Providing And Fixing Structural Steel Frame (For Dry Cladding With 30 Mm Thick Gang Saw Cut With Machine Cut Edges Sand Stone) On Walls At All Heights Using M.S. Square/ Rectangular Tube In The Required Pattern As Per Architectural Drawing Including Cost Of Cutting, Bending, Welding Etc. The Frame Work Shall Be Supported In Wall With The Help Of Ms Brackets/ Lugs Of Angle Iron/ Flats Etc. Which Shall Be Welded To The Frame And Embedded In Brick Wall With Cement Concrete Block 1:2:4 (1 Cement :2 Coarse Sand :4 Graded Stone Aggregate 20Mm Nominal Size) Of Size 300X230x300mm Including Cost Of Necessary Centring And Shuttering And With Approved Expansion Hold Fasteners On Cc/Rcc Surface Including Drilling Necessary Holes. Approved Cramps/ Pins Etc. Shall Be Welded To The Frame Work To Support Stone Cladding The Steel Work Will Be Given A Priming Coat Of Zinc Primer As Approved By Engineer-In-Charge And Painted With Two Or More Coats Of Epoxy Paint (Shop Drawings Shall Be Submitted By The Contractor To The Engineer-In-Charge For Approval Before Execution). The Frame Work Shall Be Fixed In True Horizontal & Vertical Lines/Planes. (Only Structural Steel Frame Work Shall Be Measured For The Purpose Of Payment, Stainless Steel Cramps Shall Be Paid For Separately And Nothing Extra Shall Be Paid

Contract Date: Ref. Documents Contract Value : ₹ Ref. Document

Local Bodies No of Bidders 4

Rajasthan View Result →

26.

Defence #8625002 AOC

Contract Date: Jan 19, 2026 Contract Value : ₹ 45.18 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 8

Daman And Diu View Result →

27.

Housing Urban and Rular Development #8622253 AOC

Contract Date: Jan 12, 2026 Contract Value : ₹ 5.31 Crore

Government Departments No of Bidders 2

Madhya Pradesh View Result →

28.

Defence #8609375 AOC

Contract Date: Jan 15, 2026 Contract Value : ₹ 17.41 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 2

Rajasthan View Result →

29.

Defence #8531195 AOC

Contract Date: Dec 31, 2025 Contract Value : ₹ 22.69 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 3

Rajasthan View Result →

30.

Water Resources and Irrigation #8513227 AOC

Contract Date: Dec 02, 2025 Contract Value : ₹ 1.15 Crore

Government Departments No of Bidders 6

Uttar Pradesh View Result →

31.

Housing Urban and Rular Development #8486247 AOC

Tender For widening & strengthening Of Road Wiith 100Mm Dlc And 200Mm Pqc From Haldana Barrier To Bhodwal Majri (Road Id 8939) Along Nirankari Samagam From Rd 0.000 To 2.035 At Samalkha In Panipat Distt. - 1 [10.35.1]FLAT BRICK OR TILE FLOORING 1. Providing and laying of flat brick or tile flooring with bricks of class designation 7.5 laid in cement sand mortar 1:4 on 100 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointing 1:2 on top. [Through Rate] 2 [11.25.2]Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): 2. Raised and cut pointing [Through Rate] 3 [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] 4 [11.5.4]12 mm cement plaster of mix : 4. 1:6 (1 cement: 6 fine sand) [Through Rate] 5 [14.23.1]Cement pointing1:2 on lining 1. In bed. [Through Rate] 6 [17.15.1]Granular Sub-Base with CoarseGraded Material - Grading-I or II or III (Table:- 400-2)Construction of granular sub-base by providing coarse graded 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 clause 401.of MORTandH specifications 1. Grading I material [Through Rate] 7 [17.22.2]Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type AProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory 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 [Through Rate] 8 [17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory 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 [Through Rate] 9 [17.43.2]Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mm 2. Milling on Bituminous surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site. [Through Rate] 10 [17.44]Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing, as per clause 601 of MORT&H specifications [Through Rate] 11 [17.45]Cement Concrete Pavement Construction of un-reinforced M-40 grade concrete pavement with dowel jointed,over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerised batching and mixing plant as per approved mix design, transported to site in transit mixerwith a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, complete as per clause 602 of MORT&H specifications. [Through Rate] 12 [17.5.3]Compacting Original Ground 3. Compaction of EarthworkCompaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, 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 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] 13 [17.6]Construction of Embankmentwith Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] 14 [17.61.1]PIPE CULVERTS 1. Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P /prestressed Concrete Pipe on First Class Bedding in Single Row Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications [Through Rate] 15 [17.66.1]Rectangular Concrete Block Pavement 1. Providing and laying of cement concrete blocks of size 0.450 m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M. base as per technical specification clause 1503 [Material Rate] 16 [17.67]Removal of existing CC Block. Removing of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer. [Through Rate] 17 [17.74]Excavation for roadwork in soil by manual/mechanical means including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including breaking of clods and disposal within ROW as per technical clause 301 of MORTandH specifications. [Through Rate] 18 [30.23.1]White washing with lime to give an even shade : 1. Old work (two or more coats) [Through Rate] 19 [34.12.1]Advance Direction sign board 900x900 square as per IRC 67- 2012 withretro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] 20 [34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [Through Rate] 21 [34.27.3]Kilometre StoneReinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 3. Kilometre Stone for Village Roads [Through Rate] 22 [34.27.4]Kilometre StoneReinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications 4. 200 meter stone [Through Rate] 23 [34.28]Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting [Through Rate] 24 [34.4.1]Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] 25 [4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] 26 [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] 27 [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [Through Rate] 28 [6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate] 29 [6.1.7]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 7. 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) [Through Rate] 30 [6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). [Through Rate] 31 [6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate] 32 [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] 33 [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] 34 [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] 35 Reinfoced Cement concrete M-25 grade village board of standard design, fixing in position, including painting and priting etc complete as per PWD Specifications, minimum reinforcement 16 kg, Embedded in Ground upto 55 cm in M-15 Concrete foundation 600x700x145 as per Haryana PWD Specification (HSR 34.27.5) 36 Recovery items: The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work,bituminous layer have been calculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned.Note:All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if material after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.

Contract Date: Dec 24, 2025 Contract Value : ₹ 2.01 Crore

Government Departments No of Bidders 4

Haryana View Result →

32.

Housing Urban and Rular Development #8440056 AOC

Tender For Special Repair On Km 1 Of Fagota To Karanpur Road - Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular/Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per MORD specifiction clause 508. Including cost of, all material, Bitumen, labour, T&P,royality , all taxes and labour cess complete. But excluding GST. 4 Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 5 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 and 300.2 with lead upto 1000 m as per technical Specification Clause 300.5 ( with ordinery earth in Patri) 6 Excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section and transporting to the embankement location with a lift upto 1.5 m and lead upto 1000 m as per Technical specification Clause 302.3. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 7 Plain/ Reinfoced Cement Concrete in Open Foundation complete as per Drawing and Technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204nominal mix1:3:6 including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 8 Construction of granular sub-base with Well Graded grading | Material (Table 400.1) By Mix in Place Method by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per MORD Specification Clause 401 as per direction of Ell including cost of all material, labour, royalty. T&P and all other taxes as applicable but excluding cost of GST 9 Providing & Laying RCC Hume Pipe NP-3 (S&S type) ISI Mark/prestressed concrete pipe for culverts on first class bedding of granular maternal including fixing of collar joint with juit & cement mortar 12 excluding excavation protection works, bakfilling, concrete & masonry works in head walls and perapets etc. required for proper completion of the work as per MORD Specifications as per direction of Ell including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST 10 M-150 brick work in 1:3 Cement, coarse sand mortar in foundation and plinth inluding supply of all materiais, labour, tools & plants etc. required for proper completion of the work. Sl. No.307 as per direction of Ell including cost of all material, labour, royalty. T&P and all other taxes as applicable but excluding cost of GST 11 Struck cement pointing with 1.2 cement and fine sand of 125 FM. mortar with colouring including supply of all materials, labour Tools & plants etc required for proper completion of the work. Si No. 578 as per direction of Ell including cost of all material labour, royalty, T&P and all other taxes as applicable but excluding cost of GST 12 Plastering with cement mortar (1.4) 15 mm thick on brickwork in substructure as per MORD specification Clauses 613.4 & 1204 as per direction of Ell including cost of all material, labour, royalty. T&P and all other taxes as applicable but excluding cost of GST

Contract Date: Dec 16, 2025 Contract Value : ₹ 9.72 Lakh

Government Departments No of Bidders 3

Uttar Pradesh View Result →

33.

Housing Urban and Rular Development #8440055 AOC

Tender For Special Repair On Hasanpur To Bambawad Road - Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Including cost of, all material, labour, T&P,royality, Labour cess, all taxes complete. But excluding GST. 2 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30kg per sqm on the prepared granular/Bituminous surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Including cost of, all material, Bitumen, labour, T&P, all taxes and labour cess complete. But excluding GST. 3 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per MORD specifiction clause 508. Including cost of, all material, Bitumen, labour, T&P,royality , all taxes and labour cess complete. But excluding GST. 4 Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 5 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 and 300.2 with lead upto 1000 m as per technical Specification Clause 300.5 ( with ordinery earth in Patri) 6 Excavation for roadwork in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section and transporting to the embankement location with a lift upto 1.5 m and lead upto 1000 m as per Technical specification Clause 302.3. Including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 7 Plain/ Reinfoced Cement Concrete in Open Foundation complete as per Drawing and Technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204nominal mix1:3:6 including cost of, all material, Bitumen,labour, T&P,royality, all taxes and labour cess complete. But excluding GST. 8 Construction of granular sub-base with Well Graded grading | Material (Table 400.1) By Mix in Place Method by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per MORD Specification Clause 401 as per direction of Ell including cost of all material, labour, royalty. T&P and all other taxes as applicable but excluding cost of GST 9 Providing & Laying RCC Hume Pipe NP-3 (S&S type) ISI Mark/prestressed concrete pipe for culverts on first class bedding of granular maternal including fixing of collar joint with juit & cement mortar 12 excluding excavation protection works, bakfilling, concrete & masonry works in head walls and perapets etc. required for proper completion of the work as per MORD Specifications as per direction of Ell including cost of all material, labour, royalty, T&P and all other taxes as applicable but excluding cost of GST 10 M-150 brick work in 1:3 Cement, coarse sand mortar in foundation and plinth inluding supply of all materiais, labour, tools & plants etc. required for proper completion of the work. Sl. No.307 as per direction of Ell including cost of all material, labour, royalty. T&P and all other taxes as applicable but excluding cost of GST 11 Struck cement pointing with 1.2 cement and fine sand of 125 FM. mortar with colouring including supply of all materials, labour Tools & plants etc required for proper completion of the work. Si No. 578 as per direction of Ell including cost of all material labour, royalty, T&P and all other taxes as applicable but excluding cost of GST 12 Plastering with cement mortar (1.4) 15 mm thick on brickwork in substructure as per MORD specification Clauses 613.4 & 1204 as per direction of Ell including cost of all material, labour, royalty. T&P and all other taxes as applicable but excluding cost of GST

Contract Date: Dec 16, 2025 Contract Value : ₹ 15.50 Lakh

Government Departments No of Bidders 2

Uttar Pradesh View Result →

34.

Housing Urban and Rular Development #8436175 AOC

Contract Date: Dec 15, 2025 Contract Value : ₹ 9.30 Crore

Local Bodies No of Bidders 3

Haryana View Result →

35.

Public Administrative Department #8383517 AOC

Tender For Road Widening Of Hamukhedi Bijasan Mata Mandir To Dewas Road Marg; 1 Lime Concrete, cement concrete grade M-10 and below. 2 Concrete- Prestressed / Reinforced cement concrete grade M-20 & above. Considering Avg Property Width 6m. 3 Tile work/brick masonry c) In Mud mortar 4 Tile work/brick masonry b) In cement mortar 5 Stone Masonry-Rubble stone masonry in cement mortar 6 Scraping of Stone from dismantled stone masonry.In Mud mortar. 7 Bituminous courses. 8 Granular courses. 9 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. 10 Removal of cement concrete pipe of sewer gutter upto 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 meter and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works. 11 Removal of telephone pole/ Electric Poles/ traffic poles/ sign Boards etc. including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 meter and stacking the serviceable and unserviceable material separately. 12 Excavated Earth(Upto 10 Km) 13 Lime, moorum, building, rubbish, Fly Ash 14 Providing and fixing 1.6m high barricading during construction with 0.63mm thick GI sheets of TATA/ JINDAL or equivalent make in double row fixed with 75mm dia. wooden ballies or 50mm dia. MS pipe buried in existing road sufficiently including painting with yellow and black bands by synthetic enamel paint as per the traffic norms and as directed by the Engineer. 15 Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE)material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per specifications. 16 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :Cement concrete grade M-20 (Nominal Mix)with 20mm maximum size of stone aggregate. 17 Foundations, footings, bases of columns, etc. For mass concrete. 18 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 19 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc 20 Suspended floors, roofs, landings, balconies and access platform. 21 Columns, Pillars, Piers, Abutments, Posts and Struts. 22 Brickwork with flyash lime bricks (FALG Bricks) conforming to IS:12894- 2002, class designation 50 (average compressive strength) in super structure above plinth level up to floor 2 level including thecost of scaffolding :Cement mortar 1:4 (1 cement : 4 coarse sand) 23 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 staircases upto floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (NominalMix) with 20mm maximum size of stone aggregate. 24 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, postsandstrutsetc.above plinth level and up to floor two level excluding cost of centering, shuttering and reinforcement etc. Cement concrete grade M-20 (Nominal Mix) with 20mm maximum size of stone aggregate. 25 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 sand) 26 Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @3.28 ltr/10sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. 27 Providing and fixing chicken mesh as per ISI specificationand in the required width with 50mm long Bombay nails on vertical and horizontal junctions of RCC and brickwall including scaffolding and all lead and lift etc. complete before plastering upt 10 meter height. 28 Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to theunder layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specificationsand direction of the Engineer-in-charge20 mm wide and 15 mm deep groove 29 Marble stone flooring with 16mm to 18mm thick marble stone (sample of marble shall be approved by Engineer-in-charge of Laid over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) jointed with grey cement slurry including rubbing and polishing completewith :Makrana white second quality. 30 Marble work gang saw cut (polished and machine cut)ofthickness 16mm for wall lining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including pointing with white cement mortar 1:2 (1 white cement:2 marble dust) with an admixture of pigment to match the marble shade:(To be secured to the backing by means of cramps, which shall be paid for separately).Makrana MarbleArea of slab over 0.50 sqm 31 Earth work in excavation of foundation of structures with all lifts & lead upto 1000 meters as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per relevant clauses of section 300 & 2100 in. Soil By Manual Means upto 3 m depth. 32 Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400. 33 Providing, laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material likemechanical connector or jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jacks/Hydraulic Jacks/ But fusion machine. (50mm & above fusion jointed & below 50mm mechanical jointed). 34 Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.All kinds of soil. 35 Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering All work up to plinth level. Cement concrete gradeM-15 (Nominal Mix) with 20 mm maximum size of stone aggregate. 36 Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Thermo-MechanicallyTreated bars. (Fe 500 D or more) 37 Filling by available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, leadup to 50m and lift upto 1.5 m. 38 Providing and fixing Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 39 Fencing with R.C.C. post placed at required distance, embedded in cement concreteblocks, every15thpost, last but oneendpostand corner posts hall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38kgper 100metres (minimun) between the twoposts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6mm bar nibs fixedwhilecasting thepost (cost of R.C.C. posts, struts, earthworkandconcrete tobepaid for separately) :Payment tobemadepermetrecost of total lengthof barbedwire used. With G.I. barbed wire 40 Excavation for roadwork in soil with hydraulic excavator includingcutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, andtransporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification. 41 Extra rates for quantities of works, executed in difficult conditions: (The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions). In or under water and/or liquid mud, including pumping out water as required.(All water that may accumulate in excavations during the progress of the work from seepage, (not due to the negligence of the contractor), shall be bailed, pumped out or otherwise removed. The contractor shall take adequate measures for bailing and/or pumping out water from excavations and/or pumping out water from excavations and construct diversion channels, bunds, sumps, etc). 42 Construction of Embankment/Sub grade/ earth shoulders, as per clause 305 & its sub-clauses, Where required but with approved materials/soil like morrum CBR value not less then 7% i/c all lead & lifts i/c excavation, cost of watering, compaction by vibratory roller/ heavy pneumatic type roller and maintenance of surface during construction to ensure shedding & preventing ponding of water (clause 305.3.6) shaping & dressing (clause 305.3.7), finishing etc. complete but excluding scarifying existing granular/bituminous road surface vide clause 305.6. 43 Construction of Dry lean cement concrete Sub-base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per MORTH Specifications Table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor/mechanical paver, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of section601. 44 Construction of dowel jointed, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine agreegate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar and tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2011 and as per relevant clauses of section-602 of of MORTH specifications complete but excluding cost of steel in dowel bar & tie rod etc. 45 Mild Steel dowel bars confirming to IS 432, grade I. 46 HYSD tie bars of Fe 500 grade confirming to IS 1786. 47 Supplying and installing double wall corrugated pipes (DWC) of HDPE (IS 14930 Part II -marked) for cable laid underground with necessary material and at required depth upto 90cm. below road/ground surface, including excavation, back filling with excavated material, ramming and making the surface good.200.00mm outside dia 48 Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200. RCC Grade M20. 49 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clauses of sections 1600. 50 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 51 Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per relevant clauses of section-800 & I.R.C.-67 including cost of paint etc. complete. 52 Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade as per relevant clauses of section-800 & I.R.C.- 67 including cost of paint etc. complete. 53 90 cm equilateral triangle 54 60 cm equilateral triangle 55 60 cm circular 56 80 cm x 60 cm rectangular 57 60 cm x 45 cm rectangular 58 60 cm x 60 cm square 59 90 cm high octagon 60 Providing and fixing directional, informatory and place identification retroreflectorized sign as per IRC : 67-2012 made of high intensity MicroPrismatic Grade cube corner sheeting (Type XI) vide IRC : 67-2012 clause 6.7.4.3 & clause 801.3.4.3 fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 mm on both side, the ACM shall conform to Table 6.1 of IRC :67-2012 & table 800-1 of MORT&H spcifications and High Intensity Micro Prismatic Grade cube corner sheeting shall conform to Table 6.9 of IRC : 67-2012 & table 800-6 of MORT&H specifications. In line with clause 6.8 of IRC : 67:2012 & clause 801.3.7 of MORT&H, for the directional, informatory, place identification and other sign boards, the messages (legends, letters, numerals etc). and borders shall be cut-out from durable transparent overlay film or cut-out from the same reflective sheeting only. Cutouts shall be from durable transparent overlay material as specified by the sheeting manufacturer and shall be bounded with the sheeting in the manner specified by the manufacturer and should be supported on MS Angle iron sign post of size 75mm x 75mm x 6mm fixed to ground by means of properly designed foundation of dimension 450x450x600mm with M-15 grade concrete. The ACM sheet shall be fixed to the post with four minimum four Nos. breakaway bolts & supported with a back support frame of 25mm x 25mm 3mm angle. 10 rears Warranty for Retro Reflective sheeting from the original sheeting manufacturer as per clause 6.9 of IRC : 67-:2012 & concrete. The ACM sheet shall be fixed to the post with minimum four Nos. breakaway bolts & supported with a back support frame of 25mm x 25mm x 3mm angle. 7 years Warranty for Retro Reflective Sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC : 67-2012 & a certificate of having the sheeting tested for co-efficient of retroreflection, specular gloss and fungus resistance, dy time colour and luminance, shrinakge, flexibility, linear removal, adhesion, Impact resistance, 3 year outdoor weathering and its having passed this test from an independent test lab as per clause 6.7 of IRC : 67-2012 for the product offered shall be submitted by the contractor from an independent test lab as per clause 6.7 of IRC : 67:2012 for the product offered shall be submitted by the contractor. 61 RoadMarkingwithHotAppliedThermoplasticCompoundwithReflectorising Glass Beads onBituminous Surface Providing and applying 2.5 mm including reflectorising glass beds @ 250 gms per sqm area thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and as per clause 803 of MORTH. 62 Providing and fixing single mould twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying to specifications of Section-5 of IRC:35:2015 and clause 804 of MORTH. As per clause 804.2.2 of MoRTH and Section-5 of IRC:35-2015, the reflecting panels shall consist of Nos. of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel. 63 Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes. 64 Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with - RCC Grade M20. 65 Providing & fixing of precast reinforced cement concrete manhole cover without frame including cost of transporting at site and all material etc. complete 560 x 560 mm extra heavy duty. 66 Providing and fixing 40mm thick red stone slab over drains including Pointing in cement mortar 1:3 (1 cement : 3 sand). 67 Construction of dowel jointed, plain cement concrete pavement in M-30 grade concrete over a prepared sub base with 43 or higher grade cement, coarse and fine aggregate conforming to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with spreading the concrete by shovels, rakes compacted using needle, screed and plate vibrator and finished in a continuous operation including provision of contraction, expansion, and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, placing of dowel bar,tie rod admixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2011 and as per relevant clauses of section-602 of specifications complete excluding cost of steel in dowel ber & tie rod etc. 68 1000 mm dia. 69 1200 mm dia. 70 Providing concrete craddle bedding in M-15 grade concrete as per clause 2900 and as per section 1700 and 2900. 71 Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dusts and, filling the joints with coarses and etc.all complete as per the direction of Engineer-in-charge. 72 200 mm / 238 mm 73 300 mm / 345 mm 74 3 X 2.5 sq mm. 75 Supply, fixing, testing & commissioning wall/floor mounted LT panel primer coated with powder coated paint & provided with required gasket for dust/vermin proof with degree of protection IP42 suitable for 415Volt 3 phase, 50 Hz, 4 wire system fabricated out of CRCA sheet upto 2 mm thick (1.6 mm for doors) duly compartmentalized for incomer, bus section, outgoings, cable alleys & CT, PT Ampere Metre, Volt Metre, selector switches, frequency Metre, phase indicating lamp, Energy Metre complete including cost of busbar supports, detachable cable gland plates, 2 earthing terminals, internal wiring & fixing of separately supplied MCBs, MCCBs, ACB, panel mounted changeover switch/SFUs, etc. as required but excluding cost of busbar strips, Ampere Metre, Volt Metre, selector switch as per approved design & specification. 76 Digital Ampere Metre with CTs with selector switch 77 Digital Volt Metre with selector switch & HRC fuse 78 Frequency Metre 79 Aluminium bus bar strips with PVC sleeves 80 LED lamp indicator 81 Current Rating -25 to100 Amps & 70% -100% adjustable 82 Current Rating -160 Amps & 70% -100% adjustable 83 CurrentRating-160Amps&Adjustable:70%-100%thermal&5-10 times magnetic setting. 84 CurrentRating-250Amps&Adjustable:70%-100%thermal&5-10 times magnetic setting. 85 MCB SP 6Amp to 32Amp 10kA rating 86 MCB DP 6Amp to 32Amp 10kA rating 87 6 Amp to 32 Amp Rating 88 MCB FP For 50 Amp to 63 Amp Rating 89 50.00mm outside dia. 90 110.00mm outside dia 91 10 sq. mm. 92 150 Sq.mm.(XLPE) 93 Laying of one Nos. PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 25Sq.mm direct in ground including excavation, sand cushioining, protective covering and refilling the pit etc. as required. 94 Laying of one Nos. PVC insluated and PVC sheated power cable of 1.1kV grade of size not exceeding 120Sqmm but notexceedin g400Sq.mm direct in ground including excavation and cushioning protective covering and refilling the pit etc. as required. 95 Providing and fixing earthing arrangement with 16mm dia 2.5 metre long galvanized iron or steel rod electrode including packing of charcoal powder and salt as per specification watering pipe 19mm dia G.I. connection, cover plate having locking arrangement on the top etc. complete with refilling the pit as required, including excavation of earth pit in soil/ soft rock. 96 Providing and fixing 25mm X 5mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required. 97 Supplying and laying 6 SWG G.I. wire at 0.5 Meter below ground level as conductor earth electrode including soldering etc. as required. 98 Add Extra for using salt and charcoal/coke for G.I. Plate orCopper plate earth electrode as required including excavation & refilling. 99 Gland size 22mm suitable for cable 2/3,3½, 2/4 x 10 sq. mm or 2x 16 sq. mm 100 GlandSize50mmsuitableforcable3½x150Sq.mmOR3 x 185 Sq.mm 101 2.5 to 6.00 sq. mm 102 10.00 sq. mm 103 6 -16 sq. mm 104 25 sq. mm 105 35 sq. mm 106 150 Sq.mm. 107 Upto 16 sq. mm conductor size 108 Providing and erecting 9mtrs.High hot dipped galvanized octagonal poles with bottom of 200mmA/F,top100mm,A/F made from 3mm thick HT plate & 290x290x16mm base plate with 1500mm long decorative sword type double arm bracket complete ererted in an approved manner on provided foundation.Suitable size & type of foundation bolts.4nos.bolts type M20x750mm J type foundation bolts (EN8 grade). 109 Providing and fixing of sword canopy type single arm GI bracket upto2 Mtr. Long for 70mm A/F top octagonal pole. 110 Supplying of street light with high power LED of 1 to 3 W each assembled on single MCPCB, system lumens output with efficacy>110 lm/W. luminiare having color temp 6500K & 50000 burning hrs life with minimum @ L 70, The colour rendering index of LED light should be more than 70. Luminiare comprises of driver, PF 0.95 & surge protection 4KV. Housing made of pressure die cast aluminium with heat resistant flat glass / Lens type, IP66 protection. Submission LM 80-08 Form LED Source Manufacturer & LM7908 / IS16106 from NABL approved lab. Manufacturer manadatory i/c 50mm.dia G.I. Pipe bracket upto 2 mtr. long in required angle/shape, connection lead, testing etc to complete the job. 2 Yrs Guarantee certificate from manufacturer. 150W 111 Astro Time Switch-For lights On – Off based on Sunrise & Sunset timing Supply, installation, testing and commissioning of Astro - Time Switch based on Astro program i.e. calculation of sunrise and sunset times through date, time and Indian PIN Codes. It shall have an option of Astro ON period override by time switch and Offset function which allows programming of switching times Offset from the astronomic time. The 230 V AC operated Astro Time Witch shall have an operating range of 96...253V AC with 1 NO, 16 A, AgSn02 Contact material with Starting current of 120A and 1 CO cadmium Free contacts, it shall have LCD status indication with back light display along with internal easily replaceable battery on the front side for setup and programming. The electrical life at rated load AC1 shall be 1 Lakh cycles and shall work at an ambient temperature of -20 to +50 deg C. It shall have a dielectric strength between supply and open contacts of 4000V AC, between open contacts 1000V AC respectively and rated impulse voltage (between supply and contacts) of 6kV and rated impulse voltage (between open contacts) of 1.5kV. The mounting shall be on 35 mm DIN rail (EN 60715) and shall have necessary approvals like CE, IMQ and EAC. 112 Modular Contactor for the lighting Feeder PanelSupply, installation, testing and commissioning of 25A rating Four polecontactor, designed Specific contact material AgSnO2 for lamp loads andAc Load for high starting current. It shall work at an ambient temperature of 20 to +50 deg C and Auto-On Off selector version. It shall have 3 Kv short circuit protection. The mounting shall be on 35mm DIN rail (EN 60715). 113 Designing & casting with M-20 cement concrete foundation suitable for 9 mtrs. Octagonal poles considering the safe soil bearing capacity at site as 10 T/sqm at 2 mtrs. Depth including excavation, foundation nut bolts in an approved manner. 114 Earthwork in excavation for pipe trench in lateriate soil areas including dressing, watering and ramming and disposal of excavated earthlead upto 50 meters and lift upto 1.5m, disposal earth to be levelled, neatly dressed.Ordinary Soil 115 Providing and laying in position machine batched and machine mixed and machine vibrated design mix cement concrete of M-25 grade mixed in a concrete mixer of not less than 0.2 cum capacity and approporiate weigh batcher using approved mix design, for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering,finishing and reinforcement. including 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 ngineer-in-charge. Upto Plinth level. 116 Stone work in plain ashlar masonary in super structure upto floortwo level in cement mortar 1:4 (1 cement : 4 coarse sand)including pointing with cement mortar 1:2 (1 white cement : 2Marble dust) with an admixture of pigment matching the stoneshade : One face dressed.White sand stone 117 Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels. 118 Supplying, stacking and spreading of good earth for plantation at site including royalty and carriage (earth measured in stacks will be reduced by 20% for payment. 119 Supplying, stacking and spreading compost/manure from approved source, (manure measured in stacks will be reduced by 8% for payment) 120 Shrubs Vol-3 SOR Item No 11.13.1Bahunia Tomentosa, Beloperone Species, Caselpinnia Pulcherima, Bird of Paradise, Callandra Emarginata, Callandra Hybrida, Cassia Bi flora, Cassia Laevigata, Cestrum Nocturnum, Dombeya Mastersii, Euphorbia Caracasana, Euphorbia Pulcherima, Excorea bi color, Excorea tri color, Ficuas Blackii, Ficus Reginold, Ficus Panda, Gardenia, Gulphinia, Jasminoides, Hamelia Pattens, Heliconia, Hibiscus Rosasinensis, Hibiscus Verigated, Hibiscus Viceroy, Jatropha Multifida, Largestomia Indica, Malpighia Coccigera, Murraya Exotica, Murraya Koeniggi, Murraya Sambucum, Mussaenda Erythrophylla, Nerium Oleander, Nyctanthus Arbortristis, Plumbego Capensis, Putranjeeva Roxburghii, Tabernaemontana Coronaria, Tabernaemontana Divaricata, Tecoma Gaudi Chaudi, Tecoma Stans, Thevetia Nerifolia, Thuja Compacta and equivalent plants. 121 Ground cover plants height: 30cm-45cm Vol-3 SOR Item No 11.13.3Alpinia Verigated, Alternanthera species, Aspyragus Myerri, Aspyragus Springenii, Aspidistra, Canna (regular, Dwarf), Chlorodendron Inermii, Chlorophytum (Green), Chlorophytum verigated, Coffea Chinensis, Dianella Verigated, Durranta (Goldiana, Green, Verigated), Euphorbia Milli hybrid, Ipomea (Golden leaves), Iresine herbstii, Juniper Prostata, Juniper Africana, Ophiopogon plant, Ophiopogon jaburan, Portulacaria Afra (jade Plant), Schefflera Green, Schefflera verigated, Setcreasea Purpurea, Syngonium (Butterfly) species, Syngonium miniature, Syngonium Dwarf, Syngonium variegated, Tradescantia, Wadelia Trilobata, Zebrina Tradescantia, Pendanas, Spider Lily Black, Spider Lily verigated, Aclypha (Red, Green,Mini), Lantana (Red, Yellow, Purple, White, verigated), Haemalia Mini and similar plants. 122 Winter seasonal height: 20-30 cm Vol-3 SOR Item No 11.13.4Any of one from Alyssum, Anemone, Antirrhinium Hybrid, Aster Hybrid, Begonia and its different varieties, Calendula, Carnation,Coleus, Daisy, Dianthus, Fressia, Gazania, Impatiens, Kalanchoe, Marigold Inca, Missam branthemum, Nemasia, Nasturitium, Ornamental Kale, Pansy Hybrid Sakata, Petunia Hybrids such as Bravo, Star and Picotee, Salvia, Stock, Stock, Verbena 123 Summer and rainy seasonal plants Vol-3 SOR Item No 11.13.5Any of one from Celosia, Caladium Hybrid, Cockscomb, Cosmos, Gaillardia, Gomphorena, Kochchea, Portulacca, Sunflower Hybrid, Sunflower Single, Tapiocca Variegated (Manihot Esculenta), Vinca, Zinnia Hybrids. 124 Providing and laying at or near ground level Pre-cast kerb stone of M-25grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening whereverrequiredcomplete as per directionof Engineer-in-charge. 125 Providing and erection of 16 meter high mast lighting system suitable to install upto 10 No. 150 w LED flood light and control gear with integral power tool, weight 450 kg. comprising of 2 sections of hot dipped galvanized materials as per BSEN ISO 1461 thickness 3 mm & 4 mm, dia 150mm & 360mm for top and bottom respectively, stress fitting arrangement on site with 500 mm overlap dynamic loading to withstand max wind pressure as per -IS 875 part III, parameters for structural & foundation design must be taken from wind tunnel test. Lightning protection of GI single spike 1200 mm at top and at base inside compartment having double internal lock with adequate size of MCB erected on PVC board complete with base plate of25mm thick 520 mm dia. and foundation bolts having 6 nos. bolts of 24mm dia 750 mm long(EN.8 grade) anchor plate 445 PCD, including accessories viz. (1) Lantern carriage of 50 NB ERW class-B, MS pipe covered with PVC sleeve suitable tocarry 500kg. load and upto 8 fittings symmetrically. (2) Trailing copper cable 5x2.5 sq.mm, PVC insulated PVC Sheathed (3) Double drum 350Kg Winch having gear 53:1, oil bath (SAE90/140) arrangement (4) 2 nos. Stainless steel wire ropes 5 mm dia (7/19) breaking load capacity 1450 kg x 2, (5) Integral power tool 3-phase, 0.75HP 2m/min single speed .torque limiter upto 500 kg adjustable (6) Single LED 300 Nos. aviation light (7) Feeder pillar fabricated out of 14 SWG CRCA sheet and comprise of incoming MCB 32 A TPN switch, HRC fuses, single dial timer, suitable size of contactors for lighting and power tool, 2 nos. outgoing, reversing switch for motor. (8) Foundation drawing, test certificate and guarantee certificate shall be provided by manufacturer. (without fixture and lamp) 126 Supplying of street light with high power LED of 1 to 3 W each assembled on single MCPCB, system lumens output with efficacy>110 lm/W. luminiare having color temp 6500K & 50000 burning hrs life with minimum @ L 70, The colour rendering index of LED light should be more than 70. Luminiare comprises of driver, PF 0.95 & surge protection 4KV. Housing made of pressure die cast aluminium with heat resistant flat glass / Lens type, IP66 protection. Submission LM 80-08 Form LED Source Manufacturer & LM7908 / IS16106 from NABL approved lab. Manufacturer manadatory i/c 50mm.dia G.I. Pipe bracket upto 2 mtr. long in required angle/shape, connection lead, testing etc to complete the job. 2 Yrs Guarantee certificate from manufacturer. 150W 127 Supplying of integral post top lantern LED fitting comprises of copperdust finish cast aluminium spigot and spun aluminium canopy fixed with opal polycarbonate, pipe arrangement for vertical mounting, open construction driver and accessories are wired up to terminal block. LED of 1 to 3W each assembled on single MCPCB, having color temp6500K & having 50000 burning hrs life with minimum @ L70, system lumen output should be minimum with efficacy>80lm/W. LED driver PF 0.95 & surge protection 2KV. The colour rendering index of LED light should be more than70. Submission LM 80-08 Form LED Source Manufacturer & LM79-08 / IS16106 from NABL approved lab. Manufacturer manadatory. i/c connection wire, testing etc. to complete thejob. 2 Yrs Guarantee certificate from manufacturer.40W 128 Decorative designer poles Providing and erection of black painted galvanized decorative designer poles in different section, top 60mm dia., bottom 140mm dia. with gold colour painted ornamental cast aluminium ring having lockable weather proof flush door junction box in bottom section, base plate dia. 290mm having 4 holes of 22mm dia. complete erected in an approved manner on existing foundation. Suitable size & type of foundation bolts 4 nos. X 16mm X 450mm J type (EN8 grade) 5m height 129 Planting of Trees and their Maintenance for one Year (Planting oftrees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deepdug in the ground, mixing the soil with decayed farm yard/sludgemannure, planting the saplings, backfilling the trench, watering,fixing the tree guard and maintaining the plants for one year) 130 A. Trees having trunk girth upto 1.0 metre 131 B. Trees having trunk girth more than 1.0 metre upto 1.5 meter 132 C. Trees having trunk girth more than 1.5 mt upto 2.0 metre 133 D. Trees having trunk girth more than 2.0 metre 134 160 mm dia. 135 200 mm dia. 136 315 mm dia. 137 160 mm dia. 138 200 mm dia. Vol-1 SOR Item No 7.2.14 139 200 mm dia. 140 200mm dia. Vol-1 SOR Item No 7.4.14 141 300mm dia. 142 Providing and laying in position plain cement concrete (PCC) of specified grade excluding the cost of centering and shutteringi) Cement concrete grade M-20 (nominal mix) with 20 mm maximum size of stone aggregate 143 200mm dia. Vol-1 SOR Item No 3.11.5 144 300mm dia. Vol-1 SOR Item No 3.11.7 145 200mm dia. 146 300mm dia. 147 200mm dia. 148 300mm dia. 149 Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All Kinds of Ordinary soil 150 Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering. Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate 151 Providing and laying in position M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. 152 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Mild steel and Medium Tensile steel bars. 153 160mm dia. 154 200mm dia. 155 160mm dia. 156 200mm dia. 157 315mm dia. 158 160mm dia. 159 200mm dia. 160 300mm dia. 161 160mm dia. 162 200mm dia. 163 MS Plate Cover 20mm thick plate. Non SOR 164 Manufacturing of specials and pipes made out of steel plant of HR Coils 5 mm to 8 mm 10 mm thick plate in shape and size condition i/e 300 mm to 450 mm dia pipe line by bend. Tee, Reducer, Flanges, telpiece etc. Cutting, welding, belding. Drilling of holes leak proof welding with other electricals & mechanical material i/c suberged are welding i/c cost of transportation loading & unloading complete pipe and specials barrel pipes, gap piece, spigot & socket and plain and socket clamp ete as per site M.S. Tee 10 mm thick.40 KG X 12 Nos Tee.Non SOR 165 Labour only for Tee connection of M.S./ CI/ DI/ACP pipe line to existing 450x450x250 and 300x300x250mm dia pumping main C.I. line cutting of A.C.P/C.I. pipe by electric cutter 2 no cut as per site measurement fitting of new M.S. tee in between line by fixing on one end by machenical Djoint and tail piece in proper alingment as per site condition complete with all testing with full pressure at as per site. Non SOR 166 Shifting house service connection I/C excavtaion trench cutting of bitu/CC/WBM road etc. cutting hole & pipeline 1/C providing jointing fixing P.P saddle clamp IC G.M farule &G.I/MDPE fitting upto house miter (of providing meters 10 mt) length the from pipeline including back filling after testing complete job work. Non SOR 167 Concreting of for poles @ 0.3 cmt. for pole (Including muffing) 168 For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Poleinclude muff wid Pit digging,0.3per stay(20/25)etc 169 Single Phase Service connection box (Deep Drwan Metal/SMC Service Connection Boxes )with one incomingup to 25 mm2 and 8 no outgoing up to 10mm2 with insulated multiple outgoing 170 Single Phase Service connection box (Deep Drwan Metal/SMC Service Connection Boxes )with one incoming up to 25 mm2 and 8 no outgoing up to 10mm2 withinsulated multiple outgoing connector- 171 Three Phase Service connection box(Deep Drwan Metal/SMC Service Connection Boxes ) with one incomingup to 35 mm2 and 4 no outgoing up to 16mm2 with insulated multiple outgoing 172 Errection of Three Phase Service connection box(Deep Drwan Metal/SMC Service Connection Boxes ) with one incoming up to 35 mm2 and 4 no outgoing up to 16mm2with insulated multiple outgoing connector 173 1100 Volts Grade Aerial bunched XLPECable 3 X 95 + 1 X 16 + 1 X 50 sq.mm. (insulated nuetral massenger) 174 1100 Volts Grade Aerial bunched XLPECable 3 X 95 + 1 X 16 + 1 X 50 sq.mm. (insulated nuetral massenger) 175 Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc 176 Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m @ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5 177 Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) 178 EARTHING COIL OF 115 TURNS OF 50 MM.DIA AND 2.5 MTR LEAD OF 4.0 MM G.I WIRE 179 M.S.Nuts and Bolts 180 M S BOLT WITH NUT 181 A.B Cable hanging clamps/ tension clamps (Galvanized) 182 A.B Cable hanging clamps/ tension clamps (Galvanized) 183 Suspension Clamp with attachment 184 Suspension Clamp with attachment 185 Clamp for Neutral 186 Clamp for Neutral 187 PIERCING CONNECTOR TYPE-I, 1P/3P (MAIN 16- 50SQMM TAP-OFF 16-50SQMM 188 PIERCING CONNECTOR TYPE-I, 1P/3P (MAIN 16- 50SQMM TAP-OFF 16-50SQMM 189 PIERCING CONNECTOR TYPE-II (MAIN 16-50 SQMM TAP-OFF 16-50 SQMM) 190 PIERCING CONNECTOR TYPE-II (MAIN 16-50 SQMM TAP-OFF 16-50 SQMM) 191 R S JOIST 9.3 METER 175X85MM19.6 KG/ METER 192 R S JOIST 9.3 METER 175X85MM 19.6 KG/ METER 193 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 194 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 195 Clampfor RSJ Size-710 mm ,Wt- 2.84 Kg using 65X8Ms Flat 196 SUPPLY OF Stay Clamp A type 65x8mm MS Flat R.S. Joist (set) 197 Stone Block/Pre cast block for base pedding 450x450x75mm 198 Stone Block/Pre cast block for base pedding 450x450x75mm 199 Red oxide paint 200 Red oxide paint 201 Aluminium paint 202 Aluminium paint 203 Concreting of for poles @ 0.3 cmt. for pole (Including muffing) 204 For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Poleinclude muff wid Pit digging,0.3per stay(20/25)etc 205 Covered conductor70 Sq. mm. XLPE insulation for 11 KV 206 Errection of Covered conductor 70 sq. mm. XLPE insulation for 11KV 207 Stay wire 7/4.0 mm. (8.5kg. Stay wire per stay set) 208 Stay wire 7/4mm. kg per stay for H-Beam / PCC Pole 280 Kg, 9 m @ 7.5, 11 m @ 8.50, 13 m @ 10, 15 m @ 12 209 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 210 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 211 Earthing Coil ( coil of 115 turns of 50 mm.dia. and 2.5 Mtrs. lead of 4.0 mm. G.I wire) 212 EARTHING COIL OF 115 TURNS OF 50 MM.DIA AND 2.5 MTR LEAD OF 4.0 MM G.I WIRE 213 M.S.Nuts and Bolts 214 M S BOLT WITH NUT 215 OUTDOOR HEAT SHRINKABLE CABLE ENDJOINTING KIT WITH LUGS FOR 11 KV GRADE XLPE CABLE FOR3 CORE 70 SQ MM 216 H-Beams 152 X 152 mm., 37.1 Kg./Mtr.-13 mtr. Long =482.3 kg 217 H-Beams 152 X 152 mm., 37.1 Kg./Mtr.-13 mtr. Long =482.3 kg 218 STAY SET WITHOUT STAY WIRE 20 MM. (PAINTED) 219 STAY SET WITHOUT STAY WIRE 20 MM. (PAINTED) 220 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) 221 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) (set) 222 Danger Boards Enamalled Type 11KV 223 Danger Boards Enamalled Type 11KV 224 Stone Block/Pre cast block for base pedding 450x450x75mm 225 Stone Block/Pre cast block for base pedding 450x450x75mm 226 Red oxide paint 227 Red oxide paint 228 Aluminium paint 229 Aluminium paint 230 Concreting of for poles @ 0.3 cmt. for pole (Including muffing) 231 For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Poleinclude muff wid Pit digging,0.3per stay(20/25)etc 232 BIS certified Energy Efficiency Level-III (Old)/Level-II (New) Convential 11/0.433KV, 200 KVA DistributionTransformer 233 LT Bi-metallic Clamp for DTR 12 mm 234 HV Bimatalic connector 12 mm 235 BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING 236 BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING 237 11 KV A.B. switch 238 Supply of 11 KV AB Switch Polymer type 400 Amp with Complete fitting 239 9 KVGapless type( 5KA) Polymer for DTR 240 11 KV, LA POLYMER TYPE GAPLESS /METAL OXIDE 9 KV , 5 KA LINE TYPE 241 11 KV D.O. fuse unit 242 11 KV D.O. Fuse Unit Polymer type 243 L.T. Distribution box suitable for 200 KVA transformer (without TPN switches) with MCCB on incoming and PFunits on outgoing side 244 L.T. Distribution box suitable for 200 KVA transformer (without TPN switches) with MCCB on incoming and PFunits on outgoing side made of SMC 245 Complete jumpering of DTR 246 Complete jumpering of DTR 247 Three phase 20-80 Amps.with L.S. & TOD Facility with box 248 Three phase 20-80 Amps.with L.S. & TOD Facility with box 249 AAACRabbit conductor0.05 sq. inch (55 sq.mm. Al.Eq.) 250 AAAC Rabbit conductor 0.05 sq. inch (55 sq.mm. Al.Eq.) 251 XLPE LT1 - CORE ALUMINIUM UNARMOURED 300 SQMMCABLE 252 XLPE LT 1 - CORE ALUMINIUM UNARMOURED 300 SQMM CABLE 253 150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable 254 150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable 255 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 256 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 257 Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc 258 Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m @ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5 259 M.S.Nuts and Bolts 260 M S BOLT WITH NUT 261 11KV Strain hard ware fitting 262 11 KV STRAIN (T&C TYPE) HARDWARE FITTINGS 263 H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER 264 H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER 265 Back Clampfor H-Beam Size- ,Wt-1.92 Kg using 65X8 Ms Flat 266 Back Clamp suitable for H-Beam (MS Flat 65x8 mm)- each weight 267 DC.CROSS ARMS 8`CENTRE TO CENTRE 100X50X6MM CHANNEL (each weight-26.32 Kg) (ONE SET FOR FEEDER AND ONE SET FOR ISOLATOR/ME) 268 DC.CROSS ARMS 8` (2.4 METER ) CENTRE TO CENTRE 100X50X6 MM CHANNEL (set) 269 Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel 270 TRANSFORMER MOUNTING CHANNEL 100X50X6MM(set) 271 Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels 272 Supply of Trans.Mounting with Belting with 50 X 50 X 6 mm.angle with two cross fixing channels (set) 273 D.O.MOUNTING CHANNEL 75X40X6MM 274 D.O.MOUNTING CHANNEL 75X40X6MM 275 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 276 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 277 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) 278 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) (set) 279 Danger Boards Enamalled Type 11KV 280 Danger Boards Enamalled Type 11KV 281 11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer 282 Stone Block/Pre cast block for base pedding 450x450x75mm 283 Stone Block/Pre cast block for base pedding 450x450x75mm 284 Red oxide paint 285 Red oxide paint 286 Aluminium paint 287 Aluminium paint 288 Earthing of DTR as per Schedule G-1.1- A (For black cotton soil) (Using -3 no pipe 289 Earthing of DTR as per schedule G-1 (for black cotton soil)Earthing of DTR as per Schedule G-1.1- A (For black 290 Concreting of for poles @ 0.3 cmt. for pole (Including muffing) 291 For Concreting (1:3:6) 0.36 H-Beam -7/9m & RSJ 9.3 m,PCC PoleDP/TP/4P of 140 kg.8m 200Kg.9m 280Kg 0.9m,0.56 for 11m,0.60 for 13m,0.67for 15m Per Poleinclude muff wid Pit digging,0.3per stay(20/25)etc 292 BIS certified Energy Efficiency Level-III (Old)/Level-II (New) Convential 11/0.433KV, 100 KVA DistributionTransformer 293 LT Bi-metallic Clamp for DTR 12 mm 294 HV Bimatalic connector 12 mm 295 BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING 296 BIMETALIC CLAMP DISTRIBUTION TRANSFORMERS BUSHING 297 11 KV A.B. switch 298 Supply of 11 KV AB Switch Polymer type 400 Amp with Complete fitting 299 9 KVGapless type( 5KA) Polymer for DTR 300 11 KV, LA POLYMER TYPE GAPLESS /METAL OXIDE 9 KV , 5 KA LINE TYPE 301 11 KV D.O. fuse unit 302 11 KV D.O. Fuse Unit Polymer type 303 L.T. Distribution box suitable for 100 KVA transformer (without TPN switches) with MCCB on incoming and PFunits on outgoing side made of SMC 304 L.T. Distribution box suitable for 100 KVA transformer (without TPN switches) with MCCB on incoming and PF 305 Complete jumpering of DTR 306 Complete jumpering of DTR 307 Three phase 20-80 Amps.with L.S. & TOD Facility with box 308 Three phase 20-80 Amps.with L.S. & TOD Facility with box 309 AAACRabbit conductor0.05 sq. inch (55 sq.mm. Al.Eq.) 310 AAAC Rabbit conductor 0.05 sq. inch (55 sq.mm. Al.Eq.) 311 150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable 312 150 Sq.mm.,single core XLPE insulated un-armoured aluminium conductor cable 313 70 Sq.mm.,single core XLPE insulatedun-armoured aluminium conductor cable 314 70 Sq.mm.,single core XLPE insulatedun-armoured aluminium conductor cable 315 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 316 Anti climbing Device (Barbed Wire) GS 2.24 mm Dia (14 SWG) 317 Stay wire 7/3.15 mm. (5.5 kg.stay wire per stay set etc 318 Stay wire 7/3.15 mm. kg per stay for PCC Pole 140 kg 8 m @ 5.5, 200 Kg. 9 m @ 6.5, RSJ 9.3 m.@ 6.5 319 M.S.Nuts and Bolts 320 M S BOLT WITH NUT 321 11KV Strain hard ware fitting 322 11 KV STRAIN (T&C TYPE) HARDWARE FITTINGS 323 H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER 324 H- BEAM 11 METER 152 X 152 MM 37.1 KG/METER 325 Back Clampfor H-Beam Size- ,Wt-1.92 Kg using 65X8 Ms Flat 326 Back Clamp suitable for H-Beam (MS Flat 65x8 mm)- each weight 327 DC.CROSS ARMS 8`CENTRE TO CENTRE 100X50X6 MM CHANNEL (each weight-26.32 Kg) (ONE SET FORFEEDER AND ONE SET FOR ISOLATOR/ME) 328 DC.CROSS ARMS 8` (2.4 METER ) CENTRE TO CENTRE 100X50X6 MM CHANNEL (set) 329 Transformer mounting DC cross-arm 100 X 50 x 6 mm, channel 330 TRANSFORMER MOUNTING CHANNEL 100X50X6MM(set) 331 Transformer belting with 50 X 50 X 6 mm.angle with two cross fixing channels 332 Supply of Trans.Mounting with Belting with 50 X 50 X 6 mm.angle with two cross fixing channels (set) 333 D.O.MOUNTING CHANNEL 75X40X6MM 334 D.O.MOUNTING CHANNEL 75X40X6MM 335 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 336 STAY SET WITHOUT STAY WIRE 16 MM. (PAINTED) 337 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) 338 Clamp suitablefor 152 X 152 mm., 37.1 Kg./mtr H-Beam ( each weight 3.2 kg) (set) 339 Danger Boards Enamalled Type 11KV 340 Danger Boards Enamalled Type 11KV 341 11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer 342 11 KV (45KN) 16mm FRP with 25mm per KV creepage Disc Insulator Polymer 343 Stone Block/Pre cast block for base pedding 450x450x75mm 344 Stone Block/Pre cast block for base pedding 450x450x75mm 345 Red oxide paint 346 Red oxide paint 347 Aluminium paint 348 Aluminium paint 349 Earthing of DTR as per Schedule G-1.1- A (For black cotton soil) (Using -3 no pipe 350 Earthing of DTR as per schedule G-1 (for black cottonsoil)Earthing of DTR as per Schedule G-1.1- A (For black cotton soil) (Using -3 no pipe)

Contract Date: Dec 05, 2025 Contract Value : ₹ 10.39 Crore

Government Departments No of Bidders 5

Madhya Pradesh View Result →

36.

Rural Development #8367476 AOC

Contract Date: Nov 20, 2025 Contract Value : ₹ 7.25 Crore

Government Departments No of Bidders 2

Bihar View Result →

37.

Housing Urban and Rular Development #8356645 AOC

Tender For Work Of 1000 Mm Dia Culvert At Km 8, 11, 14 Of Tahrauli Chandwari Rampura Shankargarh (A.D.M.). - Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 2 Providing, laying, spreading of graded stone aggregate(WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement + 3.5% emulsion on subbase/Sub Grade and compacting with road roller to achieve the desire density.. 3 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 4 Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. 5 Sand Filling in Foundation Trenches as per Drawing & Technical Specification 6 Plain/Reinforced Cement Concrete M-15 in Open Foundation complete as per Drawing and Technical Specifications. 7 Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. 8 Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications 9 RCC Grade M20 using batching plant transit mixer & manual placing 10 Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 1000 mm diafor culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

Contract Date: Dec 01, 2025 Contract Value : ₹ 3.83 Lakh

Government Departments No of Bidders 5

Uttar Pradesh View Result →

38.

Housing Urban and Rular Development #8349548 AOC

Contract Date: Nov 29, 2025 Contract Value : ₹ 3.28 Crore

Government Departments No of Bidders 6

Uttar Pradesh View Result →

39.

Defence #8319062 AOC

Contract Date: Nov 25, 2025 Contract Value : ₹ 43.24 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 5

Rajasthan View Result →

40.

Rural Development #8294728 AOC

Contract Date: Oct 06, 2025 Contract Value : ₹ 8.32 Crore

Government Departments No of Bidders 5

Bihar View Result →

41.

Public Administrative Department #8268867 AOC

Contract Date: Nov 15, 2025 Contract Value : ₹ 9.56 Lakh

Government Departments No of Bidders 2

Kerala View Result →

42.

Defence #8202257 AOC

Contract Date: Nov 04, 2025 Contract Value : ₹ 88.98 Lakh

Statutory Bodies & Commissions/Committees No of Bidders 12

Rajasthan View Result →

43.

Power #8200082 AOC

Contract Date: Nov 04, 2025 Contract Value : ₹ 2.64 Crore

Boards / Undertakings / PSU No of Bidders 3

Madhya Pradesh View Result →

44.

Defence #8124209 AOC

Contract Date: Oct 17, 2025 Contract Value : ₹ 1.93 Crore

Statutory Bodies & Commissions/Committees No of Bidders 6

Chandigarh View Result →

45.

Housing Urban and Rular Development #8061000 AOC

Tender For Widening And Strenthening Of Itiyathok Shrinagar Road - Scarifying the existing bituminous road surface to a depth of 20 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. 2 Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1) 3 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 4 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 5 Construction of subgrade and earthen soulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 6 Construction of Subgrade and earthen soulder,s deposited from roadway (Compaction only) 7 Construction of granular sub-base Grade -1 by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 8 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 9 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 10 Providing and laying dense graded bituminous macadam Grade- 2 with higher capacity batch type HMP (120 TPH) using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. 11 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical Specification Clause 503. 12 Providing and laying bituminous concrete Grade-2 withhigher capacity batch type hot mix plant (120 TPH) using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 13 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 35 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 14 CONSTRUCTION OF DRAIN Excavation in foundation in ordinary Soil. including lift up to 1.5m and lead up to 30m (100 ft) and including filling. Watering and ramming of excavated earth in to the trenches or in to the space between the structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer– in–charge up to distance of30.00 m (100 ft) from the foundation trenches as per MORT&H 301 15 Cement concrete with 4 cm. (1/2) gauge brickballast, aproved fine sand, cement in the proprtion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per SI No.275 16 Cement concrete with 4 cm. (1/2) gauge approved granit stone ballast, aproved coarse sand, cement in the proprtion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per SI No.281 17 R.C.C. work cement approved coarse sand, and 2 Cm. (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforeement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including neaessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost for: SI no 288. 18 Mild steel or iron in plain work such as in reinforced concrete / brick work (when not included in overall rates) wrought to required shape as necessary I/C bending forproper completion of the work and including supply of steel, its wastage and hooks and authorized over lapping shall be measured. SI no 504(b). 19 Class- 150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work.SI no 305 (b). 20 Stuck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574, Chapter 13 21 Laying Reinforced Cement Concrete Pipe 1000mm dia NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Rowas per SOR Non Sch. C 22 Laying Reinforced Cement Concrete Pipe 600mm dia NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Rowas per SOR 23 Routine Maintenance of road after completion of work :-(A) Carriageway/ Pavement:(a) Potholes, cracks, other surface defects (SWMM & BC), (b) Repair of Edges, Rutting (BC)(B) Road, Embankment, Cutings, Shoulders, Trees & Plantation :(a) Road Maintained free of edge drop, inadequate cross fall, undulations, settlement, Ponding (E/W), (b) Deficent slopes, rain cuts in embankments (E/W), Vegetation growth, Loping of tree branches.(C) Bridges and Culverts:(a) De-Silting, (b) Clearing vegetation growth (Jungle Clearance), (c) Damaged/distrubed boulder pitching, breast/toe wall retaining wall, apron flooring, guide bunds (Boulder Apron), (d) Parapet, any damage to foundations, (e) Any defects in sub-strucures, (f) Any defects in superstructures, raillings, parapets. (g) Wearing coat, (h) Approach slab, (i) Painting & Lettering of No. plates, repair.(D) Repair of Roadside Drains:(a) Brick Work in 1:4, (b) Plaster, (c) CC- 1:2:4.(E) Road Furniture:(a) Cleaning, Painting & lettering of stones & sign boards, Replacement of damaged/ missing stone & sign boards. (b) 200 m Stones, (c) Km stones, (d) 5th km stones.Maintenance requriment as per above and Mentioned in Special Condition of Contract for Maintenance.Payment of Maintenance work as Percentage of final Civil Construction Cost : 24 a) For Ist Year @ 0.00% 25 b) For IInd Year @ 0.25% 26 c) For IIIrd Year @ 0.50% 27 d) For IVth Year @ 0.75% 28 e) For Vth Year @ 1.00%

Contract Date: Oct 06, 2025 Contract Value : ₹ 38.74 Crore

Government Departments No of Bidders 9

Uttar Pradesh View Result →

46.

Housing Urban and Rular Development #8060996 AOC

Tender For Widening & Strengthening Of Maheshbhari Bhaisahawa Road - Scarifying the existing bituminous road surface to a depth of 20 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. 2 Excavation for trench of roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.as per clause 301(3.1) 3 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 4 Construction of subgrade and earthen soulders with approved material obtained from borrow pits with a lift upto 1.5m , transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.2 5 Construction of Subgrade and earthen soulder,s deposited from roadway (Compaction only) 6 Construction of granular sub-base Grade -1 by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 7 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 8 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 9 Providing and laying dense graded bituminous macadam Grade- 2 with higher capacity batch type HMP (120 TPH) using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. 10 Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Technical Specification Clause 503. 11 Providing and laying bituminous concrete Grade-2 withhigher capacity batch type hot mix plant (120 TPH) using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects 12 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 35 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing 13 CONSTRUCTION OF DRAIN Excavation in foundation in ordinary Soil. including lift up to 1.5m and lead up to 30m (100 ft) and including filling. Watering and ramming of excavated earth in to the trenches or in to the space between the structure and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer– in–charge up to distance of30.00 m (100 ft) from the foundation trenches as per MORT&H 301 14 Cement concrete with 4 cm. (1/2) gauge brickballast, aproved fine sand, cement in the proprtion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per SI No.275 15 R.C.C. work cement approved coarse sand, and 2 Cm. (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforeement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including neaessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work binding wire to be supplied by the contractor free of cost for: SI no 288. 16 Mild steel or iron in plain work such as in reinforced concrete / brick work (when not included in overall rates) wrought to required shape as necessary I/C bending forproper completion of the work and including supply of steel, its wastage and hooks and authorized over lapping shall be measured. SI no 504(b). 17 Class- 150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials labour and ltools and p;ants etc. required for proper completion of the work.SI no 305 (b). 18 Stuck pointing in 1:2 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574, Chapter 13 19 Laying Reinforced Cement Concrete Pipe 1000mm dia NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Rowas per SOR Non Sch. C 20 Routine Maintenance of road after completion of work :-(A) Carriageway/ Pavement:(a) Potholes, cracks, other surface defects (SWMM & BC), (b) Repair of Edges, Rutting (BC)(B) Road, Embankment, Cutings, Shoulders, Trees & Plantation :(a) Road Maintained free of edge drop, inadequate cross fall, undulations, settlement, Ponding (E/W), (b) Deficent slopes, rain cuts in embankments (E/W), Vegetation growth, Loping of tree branches.(C) Bridges and Culverts:(a) De-Silting, (b) Clearing vegetation growth (Jungle Clearance), (c) Damaged/distrubed boulder pitching, breast/toe wall retaining wall, apron flooring, guide bunds (Boulder Apron), (d) Parapet, any damage to foundations, (e) Any defects in sub-strucures, (f) Any defects in superstructures, raillings, parapets. (g) Wearing coat, (h) Approach slab, (i) Painting & Lettering of No. plates, repair.(D) Repair of Roadside Drains:(a) Brick Work in 1:4, (b) Plaster, (c) CC- 1:2:4.(E) Road Furniture:(a) Cleaning, Painting & lettering of stones & sign boards, Replacement of damaged/ missing stone & sign boards. (b) 200 m Stones, (c) Km stones, (d) 5th km stones.Maintenance requriment as per above and Mentioned in Special Condition of Contract for Maintenance.Payment of Maintenance work as Percentage of final Civil Construction Cost

Contract Date: Oct 06, 2025 Contract Value : ₹ 27.44 Crore

Government Departments No of Bidders 8

Uttar Pradesh View Result →

47.

Housing Urban and Rular Development #8060994 AOC

Contract Date: Oct 06, 2025 Contract Value : ₹ 18.39 Crore

Government Departments No of Bidders 8

Uttar Pradesh View Result →

48.

Housing Urban and Rular Development #7956665 AOC

Contract Date: Sep 01, 2025 Contract Value : ₹ 61.75 Lakh

Government Departments No of Bidders 3

Uttar Pradesh View Result →

49.

Banking and Finance #7766667 AOC

Contract Date: Aug 07, 2025 Contract Value : ₹ 11.15 Crore

Government Departments No of Bidders 5

Madhya Pradesh View Result →

50.

Housing Urban and Rular Development #7492232 AOC

Tender For Re Construction Work On Chanderi To Basi Road. - Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M. distance as directed by the Engineer incharge Carteded from 5 Km. form site of the Work. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. SI No. 253 (a) 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. 3 WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 4 Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supplyof bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. 5 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 6 Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 7 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. Case - I By Manual Means (I) Bitumen 8 Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (I) Bitumen 9 Construction of un-reinforced, without dowel jointed at expansion and construction joint, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other typ0e as per clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints, aplying debonding strips, prime, sealant, near approaches to bridge, culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days. 10 M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8) depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. As per SI No. 763 11 (a)Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in charge upto a distance of 30 M. from the foundation trenches. (where machine can not move ) As per SI No. 251 12 Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in proportion of 1:3:6 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per SI No. 279 B 13 Cement Concrete with 2 cm. gauge stone grit instead of 4 cm.gaugestone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. As per SI No. 279 (a) 14 (B) M-150 Brick Work in in 1:3 (One cement & three coarse sand) mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work As per SI No. 307 15 12 mmthick plaster with cement and approved coarse sand mortar in 1:3 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. As per SI No. 582 A 16 R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5;3 inlintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work includingcost of binding wire. The rate excludes making of drip course which shall be paid extra. As per SI No. 284 (A) 17 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 I/c all taxes, Labour cess, levy, toll fee, royalty, Profit but excluding GST. 18 Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 19 Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 Fineness modulus. As per SI No. 574

Contract Date: May 29, 2025 Contract Value : ₹ 45.28 Lakh

Government Departments No of Bidders 2

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