Municipal Corporation Tender
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Municipal Corporation Tender
Road Construction
Eprocure
Opening Date18 Feb 2025
Closing Date12 Mar 2025
Tender Amount₹ 65,45,82,207
Technical
Technical
Financial
Class Of Bidder
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Class A
Technical Capacity
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The required prior work experience for the bidder includes experience in road projects, underground utilities works, and other similar projects. The bidder should have completed projects with a value that can be brought to the current costing level by enhancing the actual value of work at a simple rate of 7% per annum. The value and percentage of similar works completed are mentioned in the scoring criteria, which includes:
- Carriageway works: 50% of total length of package, with a maximum of 30 marks
- Footpath works: 50% of total length of package, with a maximum of 10 marks
- Street lighting works: 50% of total length of package, with a maximum of 10 marks
- Roadside landscapes works: 50% of total length of package, with a maximum of 5 marks
- Underground utilities works, including: - Power Line (HT/LT): 50% of total length of package, with a maximum of 15 marks - Storm water: 50% of total length of package, with a maximum of 10 marks - Sewer: 50% of total length of package, with a maximum of 5 marks - Water Supply: 50% of total length of package, with a maximum of 5 marks - Telecom (OFC): 50% of total length of package, with a maximum of 5 marks - Gas: 50% of total length of package, with a maximum of 5 marks The bidder should have executed works with a value that can be calculated to meet the 80 marks requirement, with a minimum of 15 marks for underground utilities works. The value of substantially completed works should be at least 90% of the original contract price. The required prior work experience for the bidder also includes:
- For Project Manager: 15 years of experience, with 5 years in integrated road projects.
- For Site Engineer: 5 years of experience for B.E. Civil or 10 years of experience for Diploma Civil, with 5 years in road construction.
- For Architect/ Urban Designer: 7 years of experience for B.Arch./Bachelor in Urban Designer or 5 years of experience for Masters in Urban Design or equivalent, with 5 years in urban landscaping work.
- For Quantity Surveyor: 7 years of experience for B.E. Civil or 10 years of experience for Diploma Civil.
- For Soil & Material Engineer: 10 years of experience for B.E. Civil.
- For Surveyor: 5 years of experience for Diploma Civil, with experience in the power sector.
- For Lab Technician: 5 years of experience.
- For Electrical Engineer: 7 years of experience for B.E. Electrical or 10 years of experience for Diploma Electrical, with a safety license.
- For Technician (Electrical): 5 years of experience for ITI/Diploma in Electrical Engineering.
- For Safety Expert: Advanced Diploma in Industrial Safety or Post Graduate Diploma in Industrial Safety with minimum 3 years of experience, or Diploma/Graduate in Civil/Electrical with 10 years of experience in construction. For Routine Maintenance:
- For Site-In-charge: Degree in Civil Engineering with 2 years of experience.
- For Assistant Site-In-charge: Diploma in Civil Engineering with 2 years of experience. The bidder should also have an annual turnover of at least Rs. 6538.21 Lacs, and the value of work should be as per the BoQ. The bidder should also have liquid assets and/or availability of credit facilities of at least 10% of the estimated cost, which is INR 553.821 Lacs.
Costs
EMD
₹ 1,30,78,000Document Cost
₹ 80,780Tender Fee
Refer Documents
Summary
Improvement Of Road From Deep Cinema Tiraha To Sote Baba Mandir Via H Block In Zone-03
Description
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Contact
Tender Id
2025_NNKAN_1007784_1Tender No
CMGRIDS KMC/CMG/24-25/PKG-03Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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TABLE TOPS AND RAISED INTERSECTION : Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement content of 390 kg /cum
920
7660
7048009.6
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Reflective Raised Pavement Markers (Cat Eye/ Road Stud):-
Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.RPM (with shank)
256
324
82944
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads onBituminous 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:35-2015 The finished surface to be level, uniform and free from streaks and holes.
1680
618
1038240
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Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site forday and night, glow lamps, reflective signs, marking, flags, caution tape
as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenanc for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
500
2646
1323080
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
32400
8
259200
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FOOTPATH :- Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in- Charge within s distance of 60 meter.
6480
67
434160
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Earth work in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
2160
215
464400
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Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
2160
5740
12398400
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)
243
7783
1891494.99
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Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
1620
429
695838.6
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Supply and fixing Gully Grates RED 048 GRH-300 750 mm D.I. GULLY GRATE & FRAME IN D400 LOAD CLASS, as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge, (For Storm Water On Road Grating)
120
4341
520970.4
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cement content of 350 kg /cum
1278
7428
9493712.46
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Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include the following:- • The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. • After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. • The construction joints shall be provided by groove cutting of size 4 mm x 20 mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.)
13320
586
7816442.4
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Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm 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 20 mm 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.
1080
1552
1676408.4
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Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated well surface to give even shade over 1.25 Ltr/10sqm including one coat of primer applid 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
2280
132
300960
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Precasting and placing in position 125 mm dia Bollards 600 mm high of in specified spacing. cum 8514.85 cum cum cum Recycled required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at
4500
715
3219030
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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory
method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge80 mm thick C.C. paver block (Rectangular or Square )of M-35 grade with approved colour design and pattern
4821
839
4048386.54
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Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material.
482.1
3671
1769789.1
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Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying
4050
257
1041660
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DIVIDER :- Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet)
72.9
580
42282
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202,Bituminous coarses
162
330
53460
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Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
162
5740
929880
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Brick work in common burnt clay (non modular ) brick of class 150 in foundation and plinth.(1 cement : 4 Coasre sand)
53.46
6600
352836
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12 mm thick plaster of mix 1:4 cement coarse sand etc all complete.
3240
200
648000
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Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated well surface to give even shade over 1.25 Ltr/10sqm including one coat of primer applid 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
3240
132
427680
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Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
3240
135
437400
... More
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying
72.9
257
18749.88
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Painting or Varnishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T&P etc. required for proper completion of the work paint to be used should confirm.
810
103
83430
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Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material.
324
3671
1189404
... More
Construction of R.C.C. Storm water Chamber with PFRC cover. Size 1200x1200 MM
144
32090
4621029.12
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Supply And fixing Of 160 mm Dia PVC pipe Including Etc All Complete (ISI Mark Pressure 6kg/CM2)
240
510
122400
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Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying
1983.6
257
510181.92
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Construction of R.C.C. Nala (1.20m x 1.50m ) , with M-25 concrete mix
1200
17683
21219600
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Construction of R.C.C. Nala (0.750m x 1.00m ) , with M-25 concrete mix
1200
11768
14121600
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Construction of R.C.C. Nala (0.450m x 0.600m ) , with M-25 concrete mix
1200
6717
8060400
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RCC culvert (36.0m2m x 2m ) , with M25 concrete mix
2
1828835
3657671.82
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Lighting Work :-Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
117
21430
2507310
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S/L ofaluminium conductor PVC insulated armoured served shethed cable 1100 volts grade at a depth of 750 mm below ground level over cushion of 75 mm thick sand all around and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or directed by the E/I complete in all respect,the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sq mm 2 core.
2000
292
584000
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Supply and fixing following capicity of autometic street light cubical cntrol panel with anticorrosive alkali and acid proof paint consisting of time swich TSO 100 series with contactors. HRC fuses solating switch metering instrument & instrument box with CTs etc in case of TPN. Complete in all respect (25 A TNP).
7
26500
185500
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Supply and burying of 40mm dia x 4.5mtr long G.I. pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 mtr. form the bottom complete with earthing lead of no. 6 to 8 SWG G.I. wire in GI pipe up to apron (and from apron to switch board the cost of GI wire and pipe will be extra) upto switch board 30cm sq. G.I. box with hinged over masonry enclosure, foundation at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-incharge complete in all respects as per drawing.
15
4076
61140
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S/F of LED Street light fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 watt. Confirming to IP-66 protection complete in all respects. CAT-AAA
117
10500
1228500
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Numbring of EL pole 6''x4'' size black enamel paint and around thr number white enamel pain comp in all respects.
115
40
4657.5
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Supply and wiring of submain with two number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SWG copper earth continuity wire including matching colour wash etc. complete in all respect. for connection of LED Fitting
1800
221
397800
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S&F of 6 Amp to 32 Amp. SP MCB (10 KA) C Curve CAT-A
120
260
31200
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Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per
direction of the Engineer-Incharge. 10sq.
240
20
4800
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Supply & fixing of 4.5 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of 15 to 25 watt LED Light, foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
235
22500
5287500
... More
Cutting & Repairing of footpath.
1
45000
45000
... More
HIGH MAST LIGHT:-S/F of Steel Tubular pole 16 meter long designated 410 SP-39 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respect.
4
16393
65572
... More
S/E of D clamp of 50x6 mm flat iron steel tubular poles/rail poles with nut bolts etc. complete in all respects. including painting with aluminium paint.
8
223
1784
... More
S/F of 75x90 mm shackle insulator/ 100x 65 mmpin insulator including G.I.bolt spindles nuts etc . complete in all respect.
8
68
544
... More
S/E of stay set at 3.5 Meter away from thepole complete with galvanized 19 mm diax1.80 Meter long stay rod 30 cmx30x6.3 mm anchor plate,thimble stay clamps ,stay insulator,19 mm 600mm double screw tightener, 7/3.5 mmG.I. stay wire etc. in 1:3:6 cement concrete. complete in all respect.
8
3029
24232
... More
Painting of electric pole with 2 coat of aluminium paint over red oxide primer complete in all respect
4
324
1296
... More
S/F of 800 watt Algoritham based Automatic high mast Tower switch I.P 67 Box water Proof. Complete in all respect
4
6480
25920
... More
Numbring of EL pole 6''x4'' size black enamel paint and around thr number white enamel pain comp in all respects.
4
40
162
... More
S/L of aluminium conductor PVC insulated armoured served shethed cable 1100 volts grade at a depth of 750 mm below ground level over cushion of 75 mm thick sand all around and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or directed by the E/I complete in all respect,the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sq mm 2 core.
45
292
13140
... More
S/B of 40 mm diax4.5 meter long G.I.pipevertically for earthing having 12 mm dia holes spaced 75 mm apart drilled up to 2 meter from the bottom complete withearthing lead of no. 6 to 8 SWG G.I. wire in GI pipe up to appron (and from appron to switch board the cost of GI wire and pipe will be extra) up to switch board 30 cm sq.G.I. box with hinged over masonry enclosure, foundation at top,alternate layers of charcoal/coke and salt at last 150 mm thick alround as per direction of Engineer inchargecomplete in all respect .
4
4076
16304
... More
s/f of 4/6 arm bracket complete in all respect.
4
5229
20916
... More
S/F of factory wired integral L.E.D. Flood Light Luminaires with dia cast Al body built with driver set suitable for 170 watt to 200 watt confirming IP 66 protection complete in all respect.
CAT-AA ISI Mark
4
11900
47600
... More
BENCHES:- Providing & fixing of Cast iron/S.S. bench including Handrest and backrest (size 1500mm length and 450mm and height 600 mm) including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge.
72
11340
816480
... More
STREET FIXTURE _ PROVISION OF SINAGES :- Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67- 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters numerals and borders etc should be as per MoRTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm)
30
4069
122070
... More
ii) 60 cm equilateral tringle with diffinitation plate (20cm X 60cm)
30
3344
100320
... More
iii) 60 cm Dia Circular with diffinitation plate (20cm X 60cm).
30
3818
114540
... More
iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm).
30
4555
136650
... More
v) 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm).
30
3770
113100
... More
vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm)
45
4106
184770
... More
BOQ UTILITY :- Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
1620
215
348300
... More
Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
36
5740
206640
... More
Construction of R.C.C. Electrical Chamber .
40
54695
2187822
... More
Construction of R.C.C. Telecom Chamber .
80
22419
1793532
... More
Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge.
7000
775
5429340
... More
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. (PN-6: Class PE-100) 01- 63mm dia (OD-63mm & ID-51mm Nominal
7200
198
1428696
... More
02- 90mm dia (OD-90mm & ID-76mm Nominal
99
232
23064.03
... More
Supply of following Sizes pipes for distribution system confirming to latest / relevant IS 4984/1995 Specification with all jointing material sand specials confirming to latest / relevant IS specifications, Including F.O.R. destinations with loading-unloading and carting up to the site of work also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing, etc. Complete (including testing of pipelines and cutting of pipes for making up to the length but excluding the cost of trenches) all complete as per instruction of engineers 160mm/PN-6 (Supply rate 587.00+ cost of laying, jointing testing etc 110.50= 697.50)
7405
697
5164987.5
... More
200mm/PN-10 (Supply rate 1342.0+ cost of laying, jointing testing etc 110.21= 1452.21)
4100
1452
5954061
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
249.6
215
53664
... More
Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
19.97
5740
114627.8
... More
Providing and laying in position machine batched and machine mixed design mmix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering. finishing and reinforcement, including admixtures in recommended proportions as per 15: 9103 to accelerate, retard setting of concrete, Improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/ less cernent used as per design mix is. M-25 UPTO PLINTH LVL
199.68
9560
1908940.8
... More
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete.
138.17
7200
994824
... More
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying
19.97
257
5136.28
... More
Landscaping & Horticulture work on divider :-Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts
13140
61
807321.6
... More
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
3942
78
310314.24
... More
Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm.
1971
322
635568.66
... More
Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately).
1971
52
104009.67
... More
Carrigae of manure upto 5 K.M.
3942
189
745195.68
... More
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.
3942
36
145223.28
... More
Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
1971
224
442745.73
... More
Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.
1971
51
100934.91
... More
Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by Per Sqm the department) and as per direction of officer in charge.
13140
22
299329.2
... More
Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge.
7000
655
4586400
... More
Anemone hybrid (3 in one) variety well developed with fresh & healthy Flower in full bloom in 25 cm Earthen Pot/Plastic Pot.
5000
86
433950
... More
Polyalthia pendula (Ashok Pendula) height 180-195 cm. in gunny bag size 30 cm
3000
100
302400
... More
Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
2500
756
1890000
... More
COST OF BORING PUMP SUBMERSIBLE
6
80349
482094
... More
Horticulture and Landsaping work _ Crossing Beautification work :- Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
47.12
215
10130.8
... More
Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
7.84
5740
45001.6
... More
R.C.C works with cement approved coarse sand and 2 cm (3/4”) gauge approved stone ballast in the proportion 1:1.5:3 (1 cement:3 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending the same with 24 BWG binding wire and necessary centring and shuttering etc. and also including supply of all materials labours and tools and plants etc. required for proper completion of work. stone ballast but for slab including shuttering mat. Lab etc. All complete
27.44
7590
208269.6
... More
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete.
17.24
7200
124128
... More
Centering and Shuttering including strutting, propping etc and removal of walls (any thickness) etc all complete.
56.52
390
22042.8
... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
31.4
135
4239
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
31.4
1058
33245.69
... More
Supply and fixing of 16 mtr. High mast shaft of approved make with rising system hot dip glavanized inside & out side, heaving pole sheet thickness 3 mm. top dia minimum 150 m. bttom dia 360mm base plate 32 mm thick suitable for wind velocity as per IS 875 PArt 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tol moter, 3 point suspnsion system wth steel wire rope 6 mm dia double drum winch, including making suitable foundation as per manufacture drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc complete in all respect.
4
231000
924000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
4
100000
400000
... More
Jalkal Vibhag 1 :- Supply of material, labour, T&P, etc. required for proper barricading during trench digging and pipes lowering for the engineer-in-charge (both sides of the road) as per site order for the purpose of measurement.
2000
120
240000
... More
Dismantling of CC, Tar roads for laying sewer including sorting out and stacking of serviceable material and disposal of unserviceable material with all lifts and leads, including all labour, T&P, etc. required for proper completion of work as per direction of Engineer Incharge. (a) Tar road
2400
550
1320000
... More
Excavation below G.L. up to depth as specified for laying sewer and manhole ordinary soil (earth, sand, loam, and clay including cutting of joints, pit ramming dressing, leveling, including supply of all material, labour, T&P, etc. required for proper completion of work as per direction of Engineer Incharge. (a) 0.0m to 1.5m B.G.L
3600
225
812196
... More
(b) 1.5m to 3.0m B.G.L.
3600
285
1029168
... More
Supply of following sizes of RCC (NP3) spigotted and socketed non-pressure pipes (Dia. In mm).
2000
1575
3150000
... More
Carting following sizes of R.C.C. Hume pipe NP3: Class Socket/ spigotted rubber ring jointing and specials from store to the work, lowering the same in trenches to depth as specified below G.L., true to alignment including excavation of earth below invert level of pipe, cost of all jointing material, testing, etc., complete but excluding excavation work and refilling of trenches from ground level to the invert level of pipe, including supply of all material, labour, T&P, etc., required for proper completion of work as per direction of Engineer Incharge. (a) 0.0m to 1.5m B.G.L
2000
528
1057600
... More
Plain Cement concrete work for bedding below G.L. spicified depth with cement, coarse sand and 20 mm gauge graded stone ballast (1:6:12) including supply of all materials, labour, T&P, etc. required for the proper completion of work. (As per direction of Engineer-in-charge). (a) PCC for pipe bedding
100
5648
564890
... More
Construction of circular brick work manhole chamber in first-class brickwork with 1:4 cement & coarse including all materials, labour, T&P, etc., required for the completion of work as per the direction of Engineer-in-charge (a)-type Manhole 300 mm dia depth 2.01m to 2.3m.
135
38220
5159700
... More
Provide necessary fuel, labour T&P etc. required for proper running of well point equipment of required for lowering the water table during excavation and laying of sewer well point equipment depreciation not considered) Assume well point equipment will run 24 hours and 100m length of sewer will be laid per week i.e. 5 days. This item shall be executed when water is encountered during excavation of trenches only.)
15
1857
27855
... More
Making sewer line connection etc. all complete.
15
15000
225000
... More
Bituminous Road
2000
152
304000
... More
in mixed Soils
3000
225
676830
... More
160 mm dia PVC pipe ISI Mark (pressure 6Kg/CM2)
2000
465
930000
... More
Providing specials required for proper completion of work (10% of item No.4) - UPJN
1
93000
93000
... More
160 mm dia PVC Pipe
2000
73
146000
... More
Barricading of pipe line of trenches by using bamboo poles , ropes with red flags , glow caution boards , diversion boards & red light
2342
118
276356
... More
Provision for interconnection from old existing pipeline with new pipeline as per requirement & direction of Engineer-in-charge including supply of all materials, labour, T&P etc. (UPJN) 110 mm dia
1
7289
7289
... More
140 mm dia
1
8470
8470
... More
160 mm dia
1
9567
9567
... More
200 mm dia
1
31673
31673
... More
Disposal of surplus excavated earth including loading, unloading & cartage up to 8 kms (10% of excavated earth - item no 3) - UPJN
300
466
139800
... More
unforseen job
20
2000
40000
... More
Electricity:-33 KV Line work 33 KV 3x300mm XLPE Cable
4700
1747
8211934
... More
33 KV D/O Cable Box 3x300mm
12
16585
199027.68
... More
33 KV Straight Through Cable Box 3x300mm
8
34512
276101.2
... More
ST Pole (SP-71) 13.0 Mtr long
8
24382
195059.44
... More
ST Pole (SP-55) 11.0 Mtr
6
17250
103505.88
... More
33 KV Pin with Nut
6
226
1359.6
... More
33 KV Pin Insulator
6
302
1815
... More
11 KV Disc Insulator B&S Type 70 Kn
48
266
12813.6
... More
11 KV Disc Fitting for Dog Conductor
6
200
1205.1
... More
M.S. Channel 100×50×6 mm
300
51
15507
... More
Earth Rod Complete
14
397
5566.12
... More
GI Earth Wire 7/16 SWG
48
67
3254.4
... More
Stay Clamp 6.5"(50x6 mm)
4
127
511.88
... More
Barbed Wire
24
71
1708.56
... More
GI Pipe 6 inch Dia 3 Mtr. Long Pcs. With M.S. Clamps
30
1467
44032.5
... More
M.S. Clamp 5½” (50x6) mm
12
122
1474.56
... More
M.S. Clamp 6½” (50x6) mm
20
122
2457.6
... More
Bracing Clamp 6½”
12
188
2257.68
... More
Bracing Clamp 7½”
12
211
2532.24
... More
M.S. Angle 65x65x6 mm (for bracing)
243.6
52
12798.74
... More
Nut & Bolt with off Size Washer
40
73
2949.2
... More
Part-B: Labour Charges :-Loading, Carriage and unloading of ST poles including old & used S.T. Pole from store to work site or vice-versa
45
435
19575
... More
Dismantling of existing ACSR conductor
6000
5
30000
... More
Erection of Double Pole Structure as per standard specifications
7
3850
26950
... More
Erection of Four Pole Structure as per standard specifications
1
6300
6300
... More
Grouting of Pole with cement brick ballast and coarse sand as per standard specifications
14
990
13860
... More
Making of pole plinth of 400 mm dia, 600 mm height (200 mm underground) with C.C. in ratio 1:4:8 of cement, stone ballast and coarse sand including cost of materials
14
660
9240
... More
Painting of Steel Tubular Pole with one coat of red oxide and two coats of first enamel paint. Paint with fuse set including cost of all materials
14
610
8540
... More
Earthing of supports as per standard specifications.
14
290
4060
... More
Fabrication/modification of MS Items as per requirement of Side
544
12
6528
... More
Fixing of MS Channel (100×50×6 mm) 2.4 & 2.8 mtr. Long MS Angle L.T Brackets and as per Required size
12
110
1320
... More
Loading, Carriage and unloading of ACSR/ Panther Conductor from store to work site or vice-versa
2100
5
10500
... More
L/c for Taking out 33kv and 11 kV 3x70 to 3x300 XLPE Cable/LT Cable except service cable from cable drum before laying and transportation of the cables from store to work site or vice-versa.
4700
28
131600
... More
L/c for Laying of XLPE cables of all sizes
2700
250
675000
... More
Making indoor/outdoor joints of 11 KV and 33 KV XLPE Cable where the cable is being laid.
12
730
8760
... More
Mounting of all types of cable box on pole as well as on H.T.P.B. Outdoor Metering Cubical/H.T.M.C., the work includes proper clamping of cable box on both ends with pipe provided by KESCO.
12
730
8760
... More
Opening of H.T. Jumpers from the existing 3 Phase 3 Wire H.T. O.H. line for erection work.
4
250
1000
... More
Making of H.T. jumpers from 3 Phase 3 Wire H.T.O.H. line for erection work.
4
230
920
... More
L/C for Dismantling of Damaged S.T. Pole of very Critical Position with the help of crane after removing all the accessories from damaged pole and its all related work including digging of pit or by cutting With Gas Cutter
31
990
30690
... More
L/c for Dismantling of M.S. Channel/X-arm/Guarding angle
67
170
11390
... More
Mounting of 33 kV/11 kV Pin Insulator
3
60
180
... More
Connecting of newly erected network With KESCO mans including testing] commissionig and energization of the same completely
1
5900
5900
... More
L/c for Making 33 kV Straight Through joint including digging of pit upto 1 Mtr. Depth.
8
5400
43200
... More
Carriage of all concerning stock material from KESCO Store to site or vice-versa.
1
20000
20000
... More
LT Line work:- S.T. Pole (SP-37) 9.5 Mtr.
16
12065
193047.2
... More
Stay Set 16X1800 mm
4
443
1772.84
... More
Stay Insulator
4
42
169.48
... More
Stay Wire 7/10 SWG
28
73
2050.16
... More
Earthing Complete
16
397
6361.28
... More
Earth Wire 7/16 SWG
32
67
2169.6
... More
Aerial Bunched Cable (3x120)+ (1x195+1x16)
1760
339
597995.2
... More
Suspension clamp with eye hook
32
226
7240.64
... More
Dead end clamp with Eye hook
12
231
2776.32
... More
Holding Clamp For ST Pole
44
61
2684.88
... More
Piercing Connecto 120-25 mm
40
105
4203.2
... More
L.T. Bare Nuteral Connector
20
83
1661
... More
L.T. Cable 1x25mm
90
43
3889.8
... More
Distribution box Single phase with clamp set
10
594
5949.1
... More
Distribution box three phase with clamp set
10
1200
12003.1
... More
Al. Lug 25mm
60
4
254.4
... More
LT Circuit 500/600A
4
4255
17020.32
... More
L.T. Bracket 18"
8
137
1098.32
... More
L.T. Cable 1X300 mm
192
200
38400
... More
L.T. Cable 1X400 mm
150
318
47820
... More
Nut & Bolts off size with washer
30
73
2211.9
... More
Part-B: Labour Charges : -Loading, Carriage and unloading of ST poles including old & used S.T. Pole from store to work site or vice-versa.
31
435
13485
... More
Erection of Single S.T. Pole as per standard specification
16
1600
25600
... More
Grouting of pole with cement brick ballast and coarse sand as per standard specification.
16
990
15840
... More
Making of pole plinth of 400 mm dia, 600 mm height (200mm underground) with C.C. in ratio 1:4:8 of cements, stone ballast and coarse sand including cost of materials.
16
660
10560
... More
Painting of Steel Tubular Pole with one coat of red oxide and two coats of first enamel Alm. Paint upto fuse set including cost of all materials.
16
610
9760
... More
Earthing of supports as per standard specifications.
16
290
4640
... More
Opening of H.T. /L.T.Jumpers from the existing 3 Phase 3 Wire H.T. O.H. line for erection work.
10
280
2800
... More
Making of H.T./L.T.Jumpers from 3 Phase 3 Wire H.T. O.H. line for erection work.
10
310
3100
... More
Dismantelling of existing ACSR conductor
400
5
2000
... More
L/c for Dismantelling of Damaged S.T. Pole of very critical position with crane after removing all the accessories from damaged pole and its all frelated work including digging of pit or by cutting with gas cutter.
16
990
15840
... More
Dismantelling of old XLPE/AB Cable from site as per requirement
1300
30
39000
... More
L/c for Fixing of stay rod and grouting by
4
396
1584
... More
Opening of LT jumper from existing 3 Phase 4 wire OH line
10
280
2800
... More
Making of LT Jumpers with 3 phase 4 wire oH line after erection work
10
310
3100
... More
taking out from drum or/and Loading carriage and unloading of Aerial Bunched Cable from store to work site or vice-versa
1760
14
24640
... More
L/c for Laying of AB cable with accessories
1760
30
52800
... More
Connecting newly erected network with KESCo mains including testing, commissioning and energization of the same completely
3
5900
17700
... More
Carriage of stock material from KESCo store to Site or Vice- Versa
1
23600
23600
... More
conversion/Shifting of 11KV overhead electrical utility:- 11 KV 3x185mm XLPE Cable
3080
868
2673871.2
... More
11 KV O/D Cable Box 3x185mm
34
4324
147049.32
... More
11 KV Straight Through Cable Box 3x185mm
2
7879
15759.16
... More
ST Pole (9-S5) 11 mtr long
24
17250
414023.52
... More
11 KV Pin Insulator
30
119
3596.7
... More
11 KV G.I. Pin With Nut
30
51
1545.6
... More
Stay Set 16X1800 mm
20
443
8864.2
... More
Stay Insulator
20
42
847.4
... More
Stay Wire 7/10 SWG
140
73
10250.8
... More
Earthing Complete
24
397
9541.92
... More
Earth Wire 7/16 SWG
24
67
1627.2
... More
MS Channel 100x50x6 mm
864
51
44660.16
... More
M.S. Clamp 5.5'' (50x6mm)
66
122
8110.08
... More
C.I. Packing Pcs. 5.5''
66
202
13367.64
... More
ACSR Dog Conductor
500
83
41875
... More
11KV Disc Insulator
24
266
6406.8
... More
Disc fitting for Dog Conductor
24
297
7144.08
... More
Al. lug. 300mm
48
42
2033.76
... More
Nut & Bolts off size with washer
40
73
2949.2
... More
ERECTION Charges:- Loading, Carriage and unloading of ST poles including old & used S.T. Pole from store to work site or vice-versa.
52
435
22620
... More
Erection of Double pole structure as per standard specifications
12
3850
46200
... More
Grouting of pole with cement brick ballast and coarse sand as per standard specification.
24
990
23760
... More
Making of pole plinth of 400 mm dia, 600 mm height (200mm underground) with C.C. in ratio 1:4:8 of cements, stone ballast and coarse sand including cost of materials.
24
660
15840
... More
Painting of Steel Tubular Pole with one coat of red oxide and two coats of first enamel Alm. Paint upto fuse set including cost of all materials.
24
610
14640
... More
Earthing of supports as per standard specifications.
24
290
6960
... More
Fabrication/modification of MS Item as per requirement of site
864
12
10368
... More
Fixing of MS Channel (100x50x6 mm) 2.4 / 2.8 mtr. Long/M.S. Angle /LT Brackets and as per Required size
36
110
3960
... More
L/c for Taking out 33kv and 11 kV 3x70 to 3x300 XLPE Cable/LT Cable except service cable from cable drum before laying and transportation of the cables from store to work site or vice-versa.
3080
28
86240
... More
L/c for Laying of XLPE cables of all sizes except service cables
3080
250
770000
... More
Making indoor/outdoor joints of 11 KV and 33 KV XLPE Cable where the cable is being laid.
34
730
24820
... More
Mounting of all types of cable box on pole as well as on H.T.P.B./Outdoor Metering Cubical/H.T.M.C. The work includes proper clamping of cable box on both ends with pipe provided by KESCO
34
730
24820
... More
Opening of H.T. Jumpers from the existing 3 Phase 3 Wire H.T. O.H. line for erection work.
10
250
2500
... More
Making of H.T. Jumpers from 3 Phase 3 Wire H.T. O.H. line for erection work.
10
230
2300
... More
Mounting of 33 kV/11 kV Pin/DISC Insulator
54
60
3240
... More
Dismantling of existing ACSR conductor/scrap
2910
5
14550
... More
L/C for Dismantling of Damaged S.T. Pole of very Critical Position with the help of crane after removing all the accessories from damaged pole and its all related work including digging of pit or by cutting with gas cutter.
28
990
27720
... More
L/C for Dismantling of M.S. Channel/X-arm/Guarding angle
14
170
2380
... More
L/C for Fixing of stay rod and its erection and grouting
20
396
7920
... More
Opening of LT jumper from the existing 3 Phase 4 wire OH line
10
280
2800
... More
Making of LT Jumpers with 3 Phase 4 Wire OH line after erection of work
10
310
3100
... More
Connecting of newly erected network with KESCO mains including testing, commissioning and energization of the same completely.
3
5900
17700
... More
Carriage of all concerning stock material from KESCO Store to site or vice-versa.
1
23600
23600
... More
Laying, stringing, tensioning and binding of ACSR Dog conductor for H.T. O.H. line
500
8
4000
... More
Chopping of tree branches lying in the route of overhead HT/LT line touching the tree branches to the phase line conductor making fault to the feeder, for 3” to 18” dia or as per requirement of site.
15
250
3750
... More
Loading, Carriage and unloading of ACSR/Panther Conductor from store to work site or vice-versa.
1128.2
5
5641
... More
Construction of T/F plinth, suitable for mounting of distribution transformer size of the plinth will be 1.2x1.2x1.2 meter solid with brick work. 75 mm thick C.C. in ratio 1:4:8 with cement, coarse sand and brick ballast laid on the base and 75 mm thick done on all the exposed sides to the plinth.
1
18880
18880
... More
Fabrication, erection & grouting of T/F fencing of frame size 3*2.4 mtr including cost of M.S angle size 40+*40*5 and M.S flat size 35*5, fixing of welded steel wire fabric on steel frames by welding of 10 SWG wire fabric including Painting of two coats of paint on iron based surface with ready mixed paint to give bus green shade including clean of oil and dust
1
42480
42480
... More
L/c for making 11KV straight through joint including digging of pit upto 1.1 mtr depth
2
3550
7100
... More
80 feet deep bore earthing including supply of G.I. pipe and 25*3 strip
2
21240
42480
... More
CONVERSION OF 33KV/11KV/LT LINES BETWEEN DEEP CHAURAHA TO SUSHILA NURSING HOME:- 33 KV XLPE CABLE 3X300 SQMM (DOUBLE CKT)
180
1355
243914.4
... More
33 KV O/D Type cable joining box
4
18171
72684.76
... More
33kV Pin Insulator
6
166
996.6
... More
33kV Pin with Nut
6
61
366.12
... More
Disk Insulator 70KN
48
400
19200
... More
DISC Fitting for DOG
12
200
2410.2
... More
CKL
4000
755
3020320
... More
11 KV XLPE Insulated 3*70 Sq. mm Cable
70
440
30847.6
... More
11 KV XLPE Outdoor Termination Kit 3*185 Sq mm
30
4236
127080
... More
11 KV XLPE Outdoor Termination Kit 3*70 Sq mm
8
4042
32338.96
... More
Earthing Rod 20*2540 Sqmm
24
453
10881.36
... More
G.I. Wire 5.0 MM 6 SWG
45
83
3757.5
... More
Stay Rod 20*1800 mm
12
506
6081.36
... More
Stay Wire 3.15 MM 7/10 SWG GSS Wire
36
78
2837.16
... More
G.I. Pipe 6" Dia
100
1250
125000
... More
Cost of S.T. Pole S.P.- 55 11 Meter Long (D.P.S)
28
12753
357094.92
... More
11 KV Straight through Cable Joint Box 3X185 sqmm XLPE
5
8615
43076.25
... More
Cost Of Earthing Complete
24
710
17044.08
... More
Cost Of 11KV Pin Insulator
70
137
9610.3
... More
Cost Of 11KV Pin
70
74
5220.6
... More
Concreting Of Stay
12
321
3854.28
... More
Cost Of 11KV D.O Fuse Set
8
2814
22515.28
... More
Cost Of 11KV T.P.M.O Switch
8
6638
53111.84
... More
Cost Of M.S Top Channel 100*50*2240mm
14
700
9800
... More
Cost Of M.S Dropper Channel 100*50*2000mm
14
625
8755.88
... More
Cost Of M.S Channel 75*75*60mm
14
1506
21094.92
... More
G.I. Barbed Wire with Clamp
50
71
3559.5
... More
M.S Clamp 5 1/2"
40
153
6120
... More
M.S Clamp 4 1/2"
30
153
4590
... More
C.I. Packing 5 1/2"
40
242
9680
... More
C.I. Packing 4 1/2"
30
282
8460
... More
Stay Clamp 5 1/2"
12
117
1413.6
... More
Stay Insulator
12
42
508.44
... More
Danger Board With Clamp
14
390
5469.52
... More
Nut and Bolt with Off Size Washer
60
183
10983
... More
S I Pole 9.5 Mtr long
80
13519
1081559.2
... More
AB cable (3X120+1X16+1X35) Sqmm
4500
422
1899135
... More
Holding Clamp for round pole
80
55
4474.4
... More
Suspension clamp with eyehook
80
152
12203.2
... More
Dead End clamp
20
152
3050.8
... More
Three phase distribution box
40
1051
42067.6
... More
Single phase distribution box
100
594
59492
... More
Piercing connector 120-25 Sq. Sqmm
100
80
8051
... More
LT bare neutral connector
100
83
8305
... More
Erection :- Cost of earthing for GI pipe bore earthing 60 feet deep with dia 40mm including accessories & fitting
8
21000
168000
... More
Earthing of supports as per standard specifications
24
259
6216
... More
Fixing of stay rod and its erection and grouting by fitting of stay clamp, stay wire, and its proper binding and tightening etc.
12
255
3060
... More
Shifting of T./F on new plinth with all accessories and connection and disconnection of all cables and wire
8
4000
32000
... More
Opening of H.T. Jumpers from the existing 3 Phase 3 Wire H.T. O.H. line for erection work.
8
200
1600
... More
Making of H.T Jumpers with 3 Phase 3 Wire H.T. O.H. line after erection of work.
8
200
1600
... More
Transformer Fencing
8
25000
200000
... More
Transformer Plinth
8
20000
160000
... More
Fabrication/Modification of M.S Items as per requirement of Site Condition
400
10
4000
... More
Taking out 11Kv Cable from Drum/Complete Drum of Cable from store its loading, carriage and safe unloading by truck/trolley cart at site of work or vice versa
4180
28
117040
... More
Making Indoor/Outdoor joints of 11kv XLPE Cable where the cable is being laid
42
610
25620
... More
L/C for erection of ST pole
108
610
65880
... More
Mounting of cable box on pole
108
610
65880
... More
L/C for cable laying in trenches
4180
600
2508000
... More
L/C for pole painting after rubbing and cleaning of pole with emery paper with cost of paint
108
550
59400
... More
L/C for grouting of pole including cost of civil material
108
900
97200
... More
L/C for making pole plinth including cost of civil material
108
800
86400
... More
L/C for laying of AB cable with all accessories
4500
30
135000
... More
L/C for dismantling and cartage of ST pole
108
1500
162000
... More
L/C for dismantling and cartage of LT overhead Line
600
105
63000
... More
L/C for fixing of DO fuse set
8
800
6400
... More
L/C for fixing of TPMO set
8
1000
8000
... More
Carriage charges @5% of material ( Without GST)
1
370952
370952.68
... More
IMPROVEMENT OF ROAD FROM GURUDEV CHAURAHA TO CHIDIYA GHAR CHAURAHA UNDER ZONE-06. (KMC/CMG/24-25/ PKG-3)(KMC/CMG/ PART-B)
-
-
-
... More
ROAD CONSTRUCTION
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
1155
170
196350
... More
Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material..
660
3671
2422860
... More
Providing laying spreading and compacting graded stone aggregate to Wet Mix macadam (W.M.M.) specification including premixing the material with water on OMC in mechanical mix plant carriage of mixed material by tipper to site.
495
3847
1904265
... More
White Topping :-Construction of thin white topping with plain cement concrete (PCC-M40 ) pavement over existing surface with approve grade cement at 400 kg per cum and as per IRC:SP -76, course and fine aggregates confirming to IS 383, maximum size of aggregate not exceeding 25 mm,maximum water cement ratio 0.40 mixed in a batching and mixing plant as per approved design, transported to site, laid with a fixed/ slip form paver, spread, compacted and finished in a continuous operation including provision of contraction joint, joint filler, sealant primer, joint sealant, admixtures as approved, curing compound, finished to lines etc. and grades as per drawing.
7789.32
11115
86580239.13
... More
TABLE TOPS AND RAISED INTERSECTION : Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
Concrete of M40 grade with minimum cement content of 390 kg/cum
875
7660
6703266.63
... More
Reflective Raised Pavement Markers (Cat Eye/ Road Stud):-
Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro-reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.RPM (with shank)
518
324
167832
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads onBituminous 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:35-2015 The finished surface to be level, uniform and free from streaks and holes.
2450
618
1514100
... More
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site forday and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenanc for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).
500
2646
1323082.43
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
34342
8
274736
... More
FOOTPATH DEVELOPMENT
-
-
-
... More
Dismentaling cement concrete or brick work or granolithic floor including stacking of dismantaled material as directed by Engineer-in- Charge within s distance of 60 meter.
8800
67
589600
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
5775
170
981750
... More
Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
5775
5740
33148500
... More
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge)
371.25
7783
2889785.13
... More
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
2475
429
1063076.25
... More
Supply and fixing Gully Grates RED 048 GRH-300 750 mm D.I. GULLY GRATE & FRAME IN D400 LOAD CLASS, as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge, (For Storm Water On Road Grating)
185
4341
803162.39
... More
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cement content of 350 kg /cum
4125
7428
30642860.27
... More
Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include the following:- • The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. • After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. • The construction joints shall be provided by groove cutting of size 4 mm x 20 mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.)
39600
586
23238104.18
... More
Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm 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 20 mm 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.
1650
1552
2561182.92
... More
Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated well surface to give even shade over 1.25 Ltr/10sqm including one coat of primer applid 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
1650
132
217800
... More
Precasting and placing in position 125 mm dia Bollards 600 mm high of in specified spacing. cum 8514.85 cum cum cum Recycled required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at
3000
715
2146013.16
... More
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge80 mm thick C.C. paver block (Rectangular or Square )of M-35 grade with approved colour design and pattern
4950
839
4156717.63
... More
Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material.
495
3671
1817145
... More
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying
1567.5
380
595859.67
... More
DIVIDER
-
-
-
... More
Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-In-Charge within a distance of 60 meters (200 feet)
89.1
580
51678
... More
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202,Bituminous coarses
15.4
330
5082
... More
Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
15.4
5740
88396
... More
Brick work in common burnt clay (non modular ) brick of class 150 in foundation and plinth.(1 cement : 4 Coasre sand)
30.58
6600
201828
... More
12 mm thick plaster of mix 1:4 cement coarse sand etc all complete.
198
200
39600
... More
Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated well surface to give even shade over 1.25 Ltr/10sqm including one coat of primer applid 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat.
1980
132
261360
... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
1980
135
267300
... More
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying
105.6
380
40142.13
... More
Painting or Varnishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior quality ready mixed paint of clear synthetic varnish including supply of all materials labour and T&P etc. required for proper completion of the work paint to be used should confirm.
1650
103
169950
... More
DRAINAGE
-
-
-
... More
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), excavated soil and disposal of surplus excavated soil directed,within a lead of 50 m inclu
3800
215
817000
... More
Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
210
5740
1205400
... More
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia RCC pipes. 600 mm dia RCC pipes.
1250
3027
3783979.21
... More
Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600 mm dia RCC pipes. 900 mm dia RCC pipes.
1500
5691
8536737.87
... More
Supplying and fixing D.I. cover without frame for manholes : D.I. cover (medium duty) D.I. cover B125 class. maximum load rating of 12.5 tonnes.
4
10000
40000
... More
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1068.75
900
961875
... More
Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortar grader on prepared surface, mixing by mix in place method with rotovator at OMC & compacting with vibratory roller to achieve the desired density as per clause 401. Close graded granular sub- base Material as per table 400-1. Grading- I Material.
467.19
3671
1715069.91
... More
Construction of R.C.C. Storm water Chamber for 600mm RCC pipe with cover.
42
32090
1347811.92
... More
Construction of R.C.C. Storm water Chamber for 900 mm
50
44669
2233490
... More
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying
1520
380
577803.31
... More
Construction of R.C.C. Culvert
1
1495068
1495068.45
... More
LIGHTING WORK
-
-
-
... More
Supply & fixing of 9 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
95
21430
2035850
... More
S/L ofaluminium conductor PVC insulated armoured served shethed cable 1100 volts grade at a depth of 750 mm below ground level over cushion of 75 mm thick sand all around and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or directed by the E/I complete in all respect,the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sq mm 2 core.
2950
292
861400
... More
Supply and fixing following capicity of autometic street light cubical cntrol panel with anticorrosive alkali and acid proof paint consisting of time swich TSO 100 series with contactors. HRC fuses solating switch metering instrument & instrument box with CTs etc in case of TPN. Complete in all respect (25 A TNP).
10
26500
265000
... More
Supply and burying of 40mm dia x 4.5mtr long G.I. pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 mtr. form the bottom complete with earthing lead of no. 6 to 8 SWG G.I. wire in GI pipe up to apron (and from apron to switch board the cost of GI wire and pipe will be extra) upto switch board 30cm sq. G.I. box with hinged over masonry enclosure, foundation at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-incharge complete in all respects as per drawing.
95
4076
387220
... More
S/F of LED Street light fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 watt. Confirming to IP-66 protection complete in all respects. CAT-AAA
190
10500
1995000
... More
Numbring of EL pole 6''x4'' size black enamel paint and around thr number white enamel pain comp in all respects.
95
45
4275
... More
Supply and wiring of submain with two number 4 sq.mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable in 20 mm dia heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith reinforcement before concreting, with one number 14 SWG copper earth continuity wire including matching colour wash etc. complete in all respect. for connection of LED Fitting
2850
221
629850
... More
S&F of 6 Amp to 32 Amp. SP MCB (10 KA) C Curve CAT-A
190
260
49400
... More
Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per
direction of the Engineer-Incharge. 10sq.mm.
380
20
7600
... More
Supply & fixing of 4.5 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thik) having 3mm thikness with Double arm bracket (1 Mtr length each ) on RCC foundation including the cost of 15 to 25 watt LED Light, foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect.
190
21832
4148080
... More
Cutting and Repairing of footpath.
1
50000
50000
... More
HIGH MAST LIGHT
-
-
-
... More
S/F of Steel Tubular pole 9.5 meter long designated 410 SP-39 in 1:3:6 cement concrete foundation including excavation back filling etc. complete in all respect.
4
16393
65572
... More
S/E of D clamp of 50x6 mm flat iron steel tubular poles/rail poles with nut bolts etc. complete in all respects. including painting with aluminium paint.
8
223
1784
... More
S/F of 75x90 mm shackle insulator/ 100x 65 mmpin insulator including G.I.bolt spindles nuts etc . complete in all respect.
8
68
544
... More
S/E of stay set at 3.5 Meter away from thepole complete with galvanized 19 mm diax1.80 Meter long stay rod 30 cmx30x6.3 mm anchor plate,thimble stay clamps ,stay insulator,19 mm 600mm double screw tightener, 7/3.5 mmG.I. stay wire etc. in 1:3:6 cement concrete. complete in all respect.
8
3029
24232
... More
Painting of electric pole with 2 coat of aluminium paint over red oxide primer complete in all respect
4
324
1296
... More
S/F of 800 watt Algoritham based Automatic high mast Tower switch I.P 67 Box water Proof. Complete in all respect
4
7200
28800
... More
Numbring of EL pole 6''x4'' size black enamel paint and around thr number white enamel pain comp in all respects.
4
45
180
... More
S/L ofaluminium conductor PVC insulated armoured served shethed cable 1100 volts grade at a depth of 750 mm below ground level over cushion of 75 mm thick sand all around and protected with burnt bricks on sides and top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or directed by the E/I complete in all respect,the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 10 sq mm 2 core.
40
292
11680
... More
S/B of 40 mm diax4.5 meter long G.I.pipevertically for earthing having 12 mm dia holes spaced 75 mm apart drilled up to 2 meter from the bottom complete withearthing lead of no. 6 to 8 SWG G.I. wire in GI pipe up to appron (and from appron to switch board the cost of GI wire and pipe will be extra) up to switch board 30 cm sq.G.I. box with hinged over masonry enclosure, foundation at top,alternate layers of charcoal/coke and salt at last 150 mm thick alround as per direction of Engineer inchargecomplete in all respect .
4
4076
16304
... More
s/f of 4/6 arm bracket complete in all respect.
4
5810
23240
... More
S/F of factory wired integral L.E.D. Flood Light Luminaires with dia cast Al body built with driver set suitable for 170 watt to 200 watt confirming IP 66 protection complete in all respect.
CAT-AA ISI Mark
16
11900
190400
... More
BENCHES
-
-
-
... More
Providing & fixing of Cast iron/S.S. bench including Handrest and backrest (size 1500mm length and 450mm and height 600 mm) including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge.
85
11340
963900
... More
SIGNAGES
-
-
-
... More
Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67- 2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer / Client, if so desires. could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters numerals and borders etc should be as per MoRTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender.
i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm)
60
4069
244140
... More
ii) 60 cm equilateral tringle with diffinitation plate (20cm X 60cm)
60
3344
200640
... More
iii) 60 cm Dia Circular with diffinitation plate (20cm X 60cm).
60
3818
229080
... More
iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm).
65
4555
296075
... More
v) 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm).
65
3770
245050
... More
vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm)
65
4106
266890
... More
SHIFTING OF EXISTING 33 KV O/H & U/G LINES AND DISTRIBUTION T/F
-
-
-
... More
S.T. Pole (SP-55) 11.0 Mtr
40
17250
690039.2
... More
Earth Rod Complete
40
453
18135.6
... More
Earth Wire 7/16 SWG
200
67
13560
... More
Stay Rod Complete 20 mm
30
506
15203.4
... More
Stay Wire 7/10 SWG
210
78
16550.1
... More
33 KV Straight through cable box 3x300 Sq.mm. XLPE
48
36828
1767782.88
... More
MS channel 100x50x6 mm
3000
51
155070
... More
MS Angel 65x65x6 mm bracing
1000
52
52540
... More
33 KV Pin with Nut
300
226
67980
... More
33 KV Pin insulator
300
310
93039
... More
ACSR DOG Conductor
600
83
50250
... More
33 KV 3x300 Sq.mm XLPE Cable
15000
1747
26208000
... More
11 KV Disc Insulator B&S Type 70KN
48
251
12054.24
... More
11 KV Disc fitting for Dog Conductor
12
212
2555.04
... More
33 KV 3x300 Sq.mm O/D Cable Box
90
17683
1591551
... More
GI Pipe 6" Dia 3 Mtr. Long Pcs. With M.S. Clamps
3000
1254
3762720
... More
MS Clamp 4.5'' (50x6)mm
100
83
8390
... More
MS Clamp 5.5'' (50x6)mm
200
122
24576
... More
Bracing Clamp 6.5''
50
188
9407
... More
Bracing Clamp 5.5''
50
188
9407
... More
C.I. Packing Pcs 5 1/2''
100
202
20254
... More
C.I. Packing Pcs 6 1/2''
200
225
45084
... More
Stay Clamp 6 1/2'' (50x6)mm
60
127
7678.2
... More
Stay Insulator
30
42
1271.1
... More
Danger Board
100
390
39068
... More
Barbed Wire
200
71
14238
... More
33 kV Four Pole Shifting
2
169491
338983.06
... More
33 kV Double Pole Shifting
1
84745
84745.76
... More
Nut and Bolt off Size
200
73
14746
... More
Labor Charges & Carriadge @ 33% of total from Item No.82 to 110
1
11594509
11594509.93
... More
SHIFTING OF EXISTING 11 KV O/H & U/G LINES AND DISTRIBUTION T/F
-
-
-
... More
11KV XLPE Insulated 3x185 Sqmm cable
5000
868
4340700
... More
11KV XLPE OUTDOOR Terminal Kit 3x185 Sqmm cable
28
4324
121099.44
... More
11KV XLPE ST Through Terminal Kit 3x185 Sqmm cable
8
7878
63030.48
... More
11KV XLPE Insulated 3x70 Sqmm cable
300
489
146946
... More
11KV XLPE OUTDOOR Terminal Kit 3x70 Sqmm cable
32
3612
115598.08
... More
11KV XLPE ST Through Terminal Kit 3x70 Sqmm cable
6
7357
44143.74
... More
Steel Tubular pole SP-55(11meter)
28
17250
483027.44
... More
Earthing Rod 20x2540 Sqmm
28
397
11132.24
... More
Earth Wire 7 SWG
42
67
2847.6
... More
Stay Rod 20x1800mm
20
443
8864.2
... More
Stay Wire 3.15mm 7/10SWG
140
73
10250.8
... More
Disc Insulator B&S Type 70 KN 11kv
48
251
12054.24
... More
Disc Fitting 70KN B&S Type
48
297
14288.16
... More
Pin Insulator 11kv
120
119
14386.8
... More
Pin with nut for 11kv pin insulator
120
51
6182.4
... More
MS channel 100x50x6 mm
1000
51
51690
... More
MS Pipe 200mm Dia
100
1250
125000
... More
GI Pipe 6" Dia
84
1466
123223.8
... More
Bracing Angle 65x65x6
728
52
38249.12
... More
Bracing Clamp 6 1/2
40
188
7525.6
... More
Bracing Clamp 7 1/2
40
211
8440.8
... More
MS Clamp 5 1/2
80
122
9830.4
... More
MS Clamp 6 1/2
160
153
24480
... More
MS Clamp 7 1/2
40
153
6120
... More
C.I. Packing 5 1/2''
80
225
18033.6
... More
C.I. Packing 6 1/2''
80
153
12240
... More
C.I. Packing 7 1/2''
160
242
38720
... More
Stay Clamp 5 1/2''
25
117
2945
... More
Stay Insulator
20
42
847.4
... More
Danger Board with Camp
20
390
7813.6
... More
Nut and Bolt with Off size washer
100
183
18305
... More
ACSR DOG for jumphering
50
837
41873
... More
PG Clamp DOG to DOG
12
160
1922.04
... More
GI Barbed Wire
80
71
5695.2
... More
HDPE Pipe 140 MM Dia
50
555
27758.5
... More
DT Shifting
3
169491
508474.59
... More
Double Pole Shifting
6
63559
381355.92
... More
Labor Charges & Carriadge @ 33% of total from Item No.113 to 149
1
2262181
2262181.41
... More
SHIFTING OF EXISTING 0.4KV O/H & U/G LINES AND DISTRIBUTION T/F
-
-
-
... More
Steel tubular poles (SP-33) 9 Mtr
90
12065
1085890.5
... More
Earthing Rod 20x2540 Sqmm
90
397
35782.2
... More
Earth wire 7 SWG
135
67
9153
... More
Stay Rod 20x1800mm
15
443
6648.15
... More
Stay Wire 3.15mm, 7/10 SWG GSS wire
112.5
73
8237.25
... More
Stay clamp 4 1/2''
15
76
1140
... More
Stay insulator
30
42
1271.1
... More
Aerial Bunched XLPE Cable 3x150+1x125+1x16 Sqmm
4.8
424915
2039593.2
... More
Single Phase CRCA MS Deep Drawn Distribution Box with clamps with and all accessories.
50
594
29746
... More
Three Phase CRCA MS Deep Drawn Distribution box with clampswith Lug and accessories.
40
1200
48012.4
... More
XLPE/PVC insulated 1x25mm 2 AI cable for energising the distribution boxes/kiosk.
520
43
22474.4
... More
LT Neutral Bare Connector.
104
29
3084.64
... More
Danger Board with Clamp
24
390
9376.32
... More
Dead end clamps with Eye Hook. (insulated)
30
231
6940.8
... More
Supply of suspension clamps with Eye Hook (insulated)
180
117
21204
... More
Holding Clamp 41/2"
180
221
39814.2
... More
LT Insulation Piercing connectors of 25-150 Sqmm size for enegising distribution on Kiosk/box
170
105
17863.6
... More
Dead End Sealing Cap
30
12
381.3
... More
AI Lug 25 Sqmm
260
4
1102.4
... More
Nut and Bolt with Off size washer
15
183
2745.75
... More
Labor Charges & Carriadge @ 33% of total from Item No.152 to 172
1
1118852
1118852.2
... More
UTILITY DUCT
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
2475
170
420750
... More
Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
39.6
5740
227304
... More
Construction of R.C.C. Electrical Chamber .
110
54695
6016510.5
... More
Construction of R.C.C. Telecom Chamber .
220
29350
6457033
... More
Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge.
11000
775
8531820
... More
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. (PN-6: Class PE-100)
63mm dia (OD-63mm & ID-51mm Nominal
11000
198
2182730
... More
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. (PN-6: Class PE-100)
90mm dia (OD-90mm & ID-76mm Nominal
500
232
116485
... More
Supply of following Sizes pipes for distribution system confirming to latest / relevant IS 4984/1995 Specification with all jointing material sand specials confirming to latest / relevant IS specifications, Including F.O.R. destinations with loading-unloading and carting up to the site of work also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing, etc. Complete (including testing of pipelines and cutting of pipes for making up to the length but excluding the cost of trenches) all complete as per instruction of engineers
160mm/PN-6 (Supply rate 587.00+ cost of laying, jointing testing etc 110.50= 697.50)
22717.02
697
15845121.45
... More
Supply of following Sizes pipes for distribution system confirming to latest / relevant IS 4984/1995 Specification with all jointing material sand specials confirming to latest / relevant IS specifications, Including F.O.R. destinations with loading-unloading and carting up to the site of work also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing, etc. Complete (including testing of pipelines and cutting of pipes for making up to the length but excluding the cost of trenches) all complete as per instruction of engineers
200mm/PN-10 (Supply rate 1342.0+ cost of laying, jointing testing etc 110.21= 1452.21)
11000
1452
15974310
... More
Construction of RCC Duct Crossing
-
-
-
... More
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202,Bituminous coarses
14.4
330
4752
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
144
170
24480
... More
Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
11.52
5740
66124.8
... More
Providing and laying in position machine batched and machine mixed design mmix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering. finishing and reinforcement, including admixtures in recommended proportions as per 15: 9103 to accelerate, retard setting of concrete, Improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/ less cernent used as per design mix is. M-25 UPTO PLINTH LVL
115.2
9560
1101312
... More
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete.
90.43
7200
651110.4
... More
Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. cum Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying
11.52
380
4379.14
... More
LANDSCAPING AND HORTICULTURE WORK ON DIVIDER
-
-
-
... More
Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts
5500
61
337906.8
... More
Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
1650
78
129895.92
... More
Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm.
825
322
266028.84
... More
Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately).
825
52
43534.26
... More
Carrigae of manure upto 5 K.M.
1650
189
311916.53
... More
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.
1650
36
60789.96
... More
Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
825
224
185322.06
... More
Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.
825
51
42245.28
... More
Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by Per Sqm the department) and as per direction of officer in charge.
5502
22
125339.96
... More
Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35- 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge.
4000
655
2620800
... More
Anemone hybrid (3 in one) variety well developed with fresh & healthy Flower in full bloom in 25 cm Earthen Pot/Plastic Pot.
2500
86
216972
... More
Polyalthia pendula (Ashok Pendula) height 180-195 cm. in gunny bag size 30 cm
2000
100
201600
... More
Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
1947
756
1471932
... More
Cost Of Boring Pump Submerisible.1.5 HP
6
80349
482094
... More
LANDSCAPING AND HORTICULTURE- CROSSING BEAUTIFICATION WORK
-
-
-
... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
11.78
170
10008.75
... More
Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
1.96
5740
56323.75
... More
Providing and laying in position machine batched and machine mixed design mmix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but including the cost of centering, shuttering. finishing and reinforcement, including admixtures in recommended proportions as per 15: 9103 to accelerate, retard setting of concrete, Improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note Cement content considered in this item is @ 330 kg/cum. Excess/ less cernent used as per design mix is. M-25 UPTO PLINTH LVL
6.86
9560
327951.02
... More
Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not include in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authrized overlapping shall be measured up to floor two level(over all Rate)12 mm to 32 mm. tor etc.all complete.
4.31
7200
155111.23
... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
7.85
135
5298.75
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
7.85
1058
41557.12
... More
Supply and fixing of light pole with all fittings & LED Lights on RCC foundation including the cost of foundation, foundation bolts, exacavation & back filling & Required T&P etc all complete.
1
231000
1155000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
1
100000
500000
... More
S/L/J of 450 mm dia Sewer Line 1360 Mtr
-
-
-
... More
Tar road cutting and its stacking old materials including supply of lab, T&P all comp.
For Sewer Line 450 mm dia and M.H.
3130.5
550
1721775
... More
Cutting of Kharanja & its Stacking old materials including Supply of lab, T&P all comp.
For Sewer Line 450 mm dia and M.H.
3130.5
230
720015
... More
Excavation of Trenches in Mixed soil including supply of lab, T&P etc all complete.
For Sewer Line 450 mm dia and M.H.
9391.5
279
2621637.23
... More
Hiring of JCB
60
1200
72000
... More
Concrete work in 12:6:1 with all comp,
For Sewer Line 450 mm dia and M.H.
347.18
3640
1263735.2
... More
Making Barricating Arrangement with Sal ballies, Lab, T&P etc all comp.
3357
118
396126
... More
Providing Close Timbering/Shuttering on both side Trench including Supply of Lab, Mat, T&P etc all comp.
11436
144
1646784
... More
Providing Bier to Retain Sewage water etc all comp.
60
605
36300
... More
Ist Class Brick Work with 1:4 Cement Sand Mortar including lab, mat, T&P etc all comp.
586.63
5150
3021144.5
... More
15 mm thick plaster with 1:4 Cement Sand Mortar including, lab, mat, T&P etc all comp.
1692.6
150
253890
... More
RCC work with Cement, Sand & Stone Ballast in proportion of 1:2:4 in slab etc all comp.
32.7
7300
238710
... More
M.S. Work in Slab
25.67
5500
141185
... More
Bailing out of water with 7.5 HP mud pump including all accessories comp.
28
2750
77000
... More
Hiring of 15 KVA Gen. Set including Supply of fuel, Operator & Cartage etc all complete.
28
2700
75600
... More
S/L/J of RCC Pipe 450 mm dia including supply of lab, mat, T&P etc. all comp.
1360
2175
2958000
... More
Hiring of Hydra for Shifting of 450 mm NP3 Sewer Pipe in Trenches all comp.
21
1500
31500
... More
S/F of RCC Seat at Site
91
3740
340340
... More
Cast Cement Concrete for seat fixing of M.H. Including Supply of lab, mat, T&P etc all comp.
16.18
7100
114878
... More
Making Sewer line interconnection including supply of lab, mat, T&P etc all comp.
8
2850
22800
... More
Disposal of surplus earth 10% of excavated earth etc all comp.
939.15
466
437643.9
... More
Unforseen work as cartage of Pipe including loading/unloading all comp.
1
50000
50000
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