Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Feb 2025
Closing Date12 Mar 2025
Tender Amount₹ 17,82,19,000
Technical
Technical
Financial
Class Of Bidder
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The bidders must be registered in class (A) for road works.
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Assessed Available Bid Capacity = (A*N*M) - B Where:
A = Maximum value of works executed in any one year during the last five years (updated to the current price level)
N = Number of years prescribed for completion of the works for which the bids are invited
M = 2.5
B = Value at current price level of the existing commitments and ongoing works to be completed during the next 05 year (period of completion of works for which bids are invited). The total bid capacity available shall be more than the estimated contract value. In case of a joint venture, the available bid capacity will be applied for each partner to the extent of his proposed participation in the execution of the works. Alternatively, it can also be inferred that the bid capacity is at least 10% of the contract value for a single contract. For multiple contracts, the bidder must meet the aggregate qualification criteria. However, another source also mentions that in no case, the contract shall be awarded to any bidder whose available bid capacity is less than the evaluated bid price, even if the said bid is the lowest evaluated bid. The contract will in such cases be awarded to the next lowest bidder at his evaluated/negotiated bid price. To qualify for more than one contract/package, the bidder(s) must demonstrate having experience and resources sufficient to meet the aggregate of the qualification criteria for each contract. The bidder should demonstrate that he has access to, or has available, liquid assets (aggregate of working capital, cash in hand and uncommitted bank guarantees) and/or credit facilities of not less than 10% of the value of the contract/contracts applied for certified by the Bankers (Not more than 3 months old). But the exact formula for multiple contracts is not specified. Therefore, the bid capacity required can be summarized as: Assessed Available Bid Capacity = (A*N*M) - B, and at least 10% of the contract value for a single contract.
Technical Capacity
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The required prior work experience for the bidder includes completion of similar works with a minimum length equal to 50% of the total length of the package. The evaluation criteria for similar works include carriageway works, footpath works, street lighting works, roadside landscapes works, and underground utilities works, with specific marks allocated to each category. The bidder should have completed works as a prime contractor or as a member of a joint venture, with a similar nature and volume of work over the last five years. The bidder should provide information on the value of contracts completed, including the value of works remaining to be completed. For specific works, the required experience is as follows: - Roadside landscapes: minimum length equal to 50% of the total length of the package
- Underground utilities works: minimum length equal to 50% of the total length of the package The value and percentage of similar works completed are considered as follows:
- Substantially completed works mean those works which are at least 90% completed.
- The bidder should have experience in works of a similar nature, with at least one similar work of the lead bidder, and size (at least one 40% in case of three similar works, one 50% in case of two similar works, or one 80% in case of similar nature works) of the estimated project cost for each of the last five years.
- The bidder should have completed similar works with a value of at least 40% of the estimated project cost in case of three similar works, 50% in case of two similar works, or 80% in case of similar nature works.
- The bidder should also have a minimum cash investment of up to 25% of the contract value of the work during implementation. The bidder should demonstrate having experience and resources sufficient to meet the aggregate of the qualification criteria for each contract. However, specific values and percentages of similar works completed are not consistently mentioned, but some values like 40%, 50%, 80%, 25%, and 90% are mentioned in the given information.
Costs
EMD
₹ 35,64,000Document Cost
₹ 23,390Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_NNKAN_1007723_1Tender No
KMC/CMG/24-25/PKG-1Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://etender.up.nic.inPackage Tenders
KMC/CMG/24-25/PKG-1KMC/CMG/24-25/PKG-2
GEM & Bid Advisory Services
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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
380
7660
2911132.88
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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)
314
324
101736
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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.
1440
618
889920
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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
1323082.5
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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.
14250
8
114000
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FOOTPATH DEVELOPMENT
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-
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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.
3000
67
201000
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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
2025
215
435375
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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
2025
5740
11623500
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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 Engineerin-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)
202.5
7783
1576245.83
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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.
1350
429
579860.1
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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)
200
4341
868283.6
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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
1052.5
7428
7818572.03
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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.)
8725
586
5120013.23
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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.
900
1552
1397008.8
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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.
900
132
118800
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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
2500
715
1788350
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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
1250
839
1049676.25
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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.
305
3671
1119655
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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
2272.5
380
863854.52
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Supply of PVC pipe 160mm dia (ISImarked) (working pressure 4kg/sq.cm)
300
395
118500
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STORM WATER DRAINAGE WORK
-
-
-
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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
4080
215
877200
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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
255
5740
1463700
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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.
3000
3027
9081549
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1296
900
1166400
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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.
576
3671
2114496
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Construction of R.C.C. Storm water Chamber with PFRC cover. Size 1200x1200 MM
210
32090
6739060.65
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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
1561.1
380
593427.19
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STREET LIGHTING WORK
-
-
-
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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.
125
21430
2678750
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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.
3000
292
876000
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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).
10
26500
265000
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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.
19
4076
77444
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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
125
10500
1312500
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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.
125
45
5625
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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
3000
221
663000
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S&F of 6 Amp to 32 Amp. SP MCB (10 KA) C Curve CAT-A
164
260
42640
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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.mm.
328
20
6560
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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.
125
20120
2515000
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STREET LIGHTING WORK_HIGH MAST LIGHT
-
-
-
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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.
5
16393
81965
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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.
10
223
2230
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S/F of 75x90 mm shackle insulator/ 100x 65 mmpin insulator including G.I.bolt spindles nuts etc . complete in all respect.
10
68
680
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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.
10
3029
30290
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Painting of electric pole with 2 coat of aluminium paint over red oxide primer complete in all respect
5
324
1620
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S/F of 800 watt Algoritham based Automatic high mast Tower switch I.P 67 Box water Proof. Complete in all respect
5
7200
36000
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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.
5
45
225
... 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.
45
292
13140
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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.
5
4076
20380
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s/f of 4/6 arm bracket complete in all respect.
5
5810
29050
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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
20
11900
238000
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STREET FIXTURES_BENCHES
-
-
-
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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.
25
11960
299000
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STREET FIXTURES_SIGNAGES
-
-
-
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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.
1
-
-
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i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm)
20
4069
81380
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ii) 60 cm equilateral tringle with diffinitation plate (20cm X 60cm)
20
3344
66880
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iii) 60 cm Dia Circular with diffinitation plate (20cm X 60cm).
20
3818
76360
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iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm).
20
4555
91100
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v) 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm).
20
3770
75400
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vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm)
20
4106
82120
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UTILITY DUCT
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-
-
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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
4500
215
967500
... 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
300
5740
1722000
... More
Construction of R.C.C. Electrical Chamber .
60
54695
3281733
... More
Construction of R.C.C. Telecom Chamber .
120
22419
2690298
... 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.
6000
789
4736796
... 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)
1
-
-
... More
63mm dia (OD-63mm & ID-51mm Nominal
6000
198
1190580
... More
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
1
-
-
... More
160mm/PN-6 (Supply rate 587.00+ cost of laying, jointing testing etc 110.50= 697.50)
8386.41
697
5849520.98
... More
200mm/PN-10 (Supply rate 1342.0+ cost of laying, jointing testing etc 110.21= 1452.21)
3000
1452
4356630
... More
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
19.98
330
6593.4
... 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
66.6
215
14319
... 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
5.33
5740
30594.2
... 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
53.28
9560
509356.8
... 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.
41.82
7200
301104
... 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
53.28
380
20253.54
... More
LANDSCAPING & HORTICULTURE WORK
-
-
-
... More
Cleaning of Jungle, wild grouth with disposal, all
complete of the work
550
7
3850
... 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.
550
61
33792
... More
Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment)-250mm in overall areas.
110
519
57169.2
... More
Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment)
55
296
16299.25
... More
Rough dressing the trenched ground including breaking
clods.
550
1
830.5
... More
Fine dressing the ground.
550
3
2051.5
... More
Spreading of sludge, dump manure/FYM and/or good earth in required thickness as per direction of officer-in- charge (cost of sludge, dump manure and/ or good earth to be paid separately).
550
52
29023.5
... More
Mixing earth and sludge or manure in the required proportion specified or directed by the
Officer-in-charge
165
36
6078.6
... More
Preparation of beds for hedging and ground covers 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). ( For Hedging and ground covers)
82.5
224
18531.98
... More
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
1
-
-
... More
Holes 60 cm dia, and 60 cm deep
25
44
1102.5
... More
Holes 45 cm dia, and 45 cm deep
35
18
659.75
... More
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of
unserveiceable material’s as per direction of officer in charge (excluding
cast of plant & water)
1
-
-
... More
Trees, Palms, Topiary & Ornamental Plants.
50
7
368
... More
Hedge & Ground Plants
50
2
123.5
... More
Trees, Palms, Cycus Topiary & Ornamental Plants.
-
-
-
... More
Furcaria Variegated hybrid well developed with fresh & healthy
foliage 20 and above attractive leaves in 35 cm Cement
Pot
15
443
6652.8
... More
Plumeria alba dwarf dwarf of height 90-105 cm. with 3- 4 branches
and thick stem in big size HDPE bags
15
756
11340
... More
Cycus revoluta specimen plant, having 45 to 50 fresh and healthy, leaves having 30cm to 35cm circumfrance of base stem well developed in 40 cm challi
18
1512
27216
... More
Foxtail palm well developed with fresh & healthy foliage
of ht. plant 9 to 10 feet in big Pot
23
1164
26777.52
... More
Phoenix sylvestris Roxb. (Wild date palm/khajur) height
150-165 cm. in Big HDPE Bag
10
655
6552
... More
Washingtonia filifea palm stem ht. 120-135 cm with 8- 10 healthy leaves
lush green leaves well developed in big size HDPE Bag
10
655
6552
... More
Cyprus Golden Conical Shape 150 to 165 cm ht. plant, with fresh and
healthy Golden colour foliage in 35cm Cement Pot
5
1587
7938
... More
Ficus Retusa Topiary well developed with fresh & healthy 5 to 6 big ball
specific size and shape 180 to 210cm ht in 40 cm
Cement Pot
25
2116
52920
... More
Topiary planted Casuarina plant fresh & healthy having 5 to 6 specific shape
and size ball well developed 195 to 210 cm ht. plant in
40 cm Cement Pot
25
1058
26460
... More
Alternanthera species of height 15 cm to 20 cm, full of branches and foliage
in 15 cm size of Earthen Pot / Plastic Pot
25
20
504
... More
Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 25 cm
size of Earthen Pot / Plastic Pot.
25
20
504
... More
Dianella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen
Pot / Plastic Pot.
25
30
756
... More
Verveena, of height 20-25 cm. full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot.
25
20
504
... More
Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pot of size
20 cm
20
35
705.6
... More
SCHEDULE-B (NDSR)
-
-
-
... More
Provision of Submersible Borewell (5 Nos.) (Electricity to operate the pump will be provided by the
Department)
2
76580
153160
... More
Installation of water Hydrants with PVC Pipes Providing, laying & Jointing in position PVC pipe confirming to IS:4985:2000 And suitable for the respective working pressure with all fittings and accessories e.g. couplings, tees, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturers, recommendation, including earth work in excavation and refilling (Earth work includes 450mm of soil cover the pipe and width of 300mm) ISI Marked ( Supreme/Price/Kisan Make)
1
-
-
... More
PVC Pipe 63mm OD-6kg/cm2
70
420
29400
... More
PVC Pipe 40mm OD-6kg/cm2
65
372
24180
... More
Providing & Fixing of PVC Valve & Valve Box
1
-
-
... More
63mm
3
1740
5220
... More
40mm
5
1032
5160
... More
Water Hydrant (20mm)
4
2250
9000
... More
Mannuaring & Antitermites Part
-
-
-
... More
Vermicompost for Manuarionig ( in 50kgs Bags), Approximately-15 Kgs/sqm (2400x15=36000Kgs.)
19899
10
198990
... More
Antitermite treatment by Chloropyrophos, 20EC.( Two Times) During the development time.
1500
11
16500
... More
CROSSING BEAUTIFICATION
-
-
-
... 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
23.56
215
5065.4
... 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
3.92
5740
22500.8
... 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
13.72
9560
131163.2
... 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.
8.62
7200
62064
... 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.
15.7
135
2119.5
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
15.7
1058
16622.85
... More
Supply & fixing of 16 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip.heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 360 mm 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 tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect.
2
231000
462000
... More
Supply & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
2
100000
200000
... More
LAYING OF 300MM DIA DI K-7 PIPE LINE 1000MTR FROM GWALIN CHAURAHA TO GOPALAYA TIRAHA
-
-
-
... More
Dismantling manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in charge. C.C. Road
900
205
184500
... More
Excavation of trenches manually or machanically in soil mixed with moorum/shingle/kankar for pipe line with lift 3 upto 1.5 m lead upto 50m including filling back watering and ramming of excavated earth in to the trenches and removeal and disposal of surplus earth within a distance of 50 m from site. In mixed soils-60%
1350
279
376852.5
... More
Sand Filling in plingth including Supply of Lab, Mat, T&P etc all comp.
210
421
88462.5
... More
Supply of follwing size pipes including frieght, insurance and all taxes (Excluding GST), 300mm dia DI K-7 Pipe
1000
3589
3589000
... More
Providing specials required for proper completion of work. 10% of pipe cost
1
358900
358900
... More
Carting of following size of pipes and specials from store to the site of work within 8 kms, lowering the same into trenches and laying true to the alignment and gradient including jointing the same properly and testing of pipe line including cutting of pipe for the making the required lenghts as per design chart. 300mm dia DI K-7 Pipe
1000
120
120000
... More
Barricading of pipe line of trenches by using bamboo poles, rope with red flags, glow caution boards, diversion boards & red light.
1000
118
118000
... More
Provision for interconnection from old existing pipe line with new pipe line as per requirement including suplly of all materials
1
-
-
... More
300mm x 300mm
1
46373
46373
... More
300mm x 1100mm
4
7289
29156
... More
S/F of 300 mm dia Sluice Valve
1
45000
45000
... More
House Hold connection
100
3500
350000
... More
Disposal of surplaus excavated earth over includig loading unloading & cartage upto 8kms (10% of exavated earth)
135
466
62910
... More
Unforseen Item
1
15000
15000
... More
LAYING OF 150MM DIA DI K-7 PIPE LINE 500MTR FROM GWALIN CHAURAHA TO SWAROOP NAGAR
-
-
-
... More
Dismantling manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in charge. C.C. Road
400
205
82000
... More
Excavation of trenches manually or machanically in soil mixed with moorum/shingle/kankar for pipe line with lift 3 upto 1.5 m lead upto 50m including filling back watering and ramming of excavated earth in to the trenches and removeal and disposal of surplus earth within a distance of 50 m from site. In mixed soils-60%
540
279
150741
... More
Sand Filling in plingth including Supply of Lab, Mat, T&P etc all comp.
70
421
29487.5
... More
Supply of follwing size pipes including frieght, insurance and all taxes (Excluding GST), 150mm dia DI K-7 Pipe
500
1639
819500
... More
Providing specials required for proper completion of work. 10% of pipe cost
1
81950
81950
... More
Carting of following size of pipes and specials from store to the site of work within 8 kms, lowering the same into trenches and laying true to the alignment and gradient including jointing the same properly and testing of pipe line including cutting of pipe for the making the required lenghts as per design chart. 150mm dia DI K-7 Pipe
500
110
55000
... More
Barricading of pipe line of trenches by using bamboo poles, rope with red flags, glow caution boards, diversion boards & red light.
500
118
59000
... More
Provision for interconnection from old existing pipe line with new pipe line as per requirement including suplly of all materials
1
-
-
... More
150mm x 150mm
1
9567
9567
... More
150mm x 150mm
4
7289
29156
... More
S/F of 150 mm dia Sluice Valve
1
10000
10000
... More
House Hold connection
50
3500
175000
... More
Disposal of surplaus excavated earth over includig loading unloading & cartage upto 8kms (10% of exavated earth)
54
466
25164
... More
Unforseen Item
1
10000
10000
... More
S/L/J OF 300 DIA SEWER LINE 1500MTR LONG FROM SWAROOP NAGAR THANA TO GOPALAYA TIRAHA (ON BOTH SIDES)
-
-
-
... More
C.C. Road cutting & its stacking old material including supply of lab, T&Pall complete.
4700
205
963500
... More
Excavation of trenches in mixed soil including supply of lab, T&P etc all complete.
16920
279
4723218
... More
Concrete work 12:6:1 with all complete.
345
3640
1255800
... More
Making barrricating Arrangement with Sal ballies, lab, T&P etc all complete.
3600
118
424800
... More
1st Class Brick work in 1:4 cement, sand mortar with supply of lab, Mat T&P etc all complete.
1822.4
5150
9385360
... More
15mm thick plaster with 1:4 cement, sand mortar with supply of lab, mat, T&P etc all complete.
3696
150
554400
... More
Providing Bier to Retain Sewage water etc all complete.
80
450
36000
... More
RCC Work cement, c-sand & 2cm stone ballast in slab etc all complete.
61.9
7300
451870
... More
Mild steel or Iron work in Slab.
48.6
5500
267300
... More
Bailing out of water with 5 H.P. diesel pump including all accessories complete.
40
470
18800
... More
Cast, cement, concrete for seat fixing in 1:2:4 cement, sand stone with supply of lab, Mat, T&P etc all complete.
34.72
7100
246512
... More
S/L/J of RCC hume pipe 300mm dia including supply of lab, Mat, T&P etc all complete.
3000
1575
4725000
... More
Making sewer line connection with supply of lab, Mat, T&P etc all complete.
60
2850
171000
... More
S/F of RCC seat at Site.
200
3740
748000
... More
Disposal of surplus earth 10% of excavated earth etc all complete.
1692
466
788472
... More
Unforseen work as cartage of pipe witth loading/ unloading all complete.
2
25000
50000
... More
LAYING OF 1500 DIA DI K-7 PIPE LINE 1500MTR LONG FROM SWAROOP NAGAR THANA TO GOPALAYA TIRAHA
-
-
-
... More
Dismantling manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in charge. C.C. Road
1200
205
246000
... More
Excavation of trenches manually or machanically in soil mixed with moorum/shingle/kankar for pipe line with lift 3 upto 1.5 m lead upto 50m including filling back watering and ramming of excavated earth in to the trenches and removeal and disposal of surplus earth within a distance of 50 m from site. In mixed soils-60%
1620
279
452223
... More
Sand Filling in plingth including Supply of Lab, Mat, T&P etc all comp.
210
421
88462.5
... More
Supply of follwing size pipes including frieght, insurance and all taxes (Excluding GST), 150mm dia DI K-7 Pipe
1500
1639
2458500
... More
Providing specials required for proper completion of work. 10% of pipe cost
1
245850
245850
... More
Carting of following size of pipes and specials from store to the site of work within 8 kms, lowering the same into trenches and laying true to the alignment and gradient including jointing the same properly and testing of pipe line including cutting of pipe for the making the required lenghts as per design chart. 150mm dia DI K-7 Pipe
1500
110
165000
... More
Barricading of pipe line of trenches by using bamboo poles, rope with red flags, glow caution boards, diversion boards & red light.
1500
118
177000
... More
Provision for interconnection from old existing pipe line with new pipe line as per requirement including suplly of all materials
1
-
-
... More
250mm x 150mm
1
37546
37546
... More
150mm x 110mm
8
7289
58312
... More
S/F of 150 mm dia Sluice Valve
1
10000
10000
... More
House Hold connection
200
3500
700000
... More
Disposal of surplaus excavated earth over includig loading unloading & cartage upto 8kms (10% of exavated earth)
162
466
75492
... More
Unforseen Item
1
15000
15000
... More
PART-B KESCO SHIFTING LT LINE
-
-
-
... More
Steel tubular poles (SP-33) 9 Mtr
30
12065
361963.5
... More
Earthing Rod 20x2540 Sqmm
30
397
11927.4
... More
Earth wire 7 SWG
60
67
4068
... More
Stay Rod 20x1800mm
12
443
5318.52
... More
Stay Wire 3.15mm, 7/10 SWG GSS wire
80
73
5857.6
... More
Stay clamp 41/2
15
76
1140
... More
Stay insulator
30
42
1271.1
... More
Aerial Bunched XLPE Cable 3x150+1x125+1x16 Sqmm
4
424915
1699661
... More
Single Phase CRCA MS Deep Drawn Distribution Box with clamps with and all accessories.
30
594
17847.6
... More
Three Phase CRCA MS Deep Drawn Distribution box with clamps with Lug and accessories.
15
1200
18004.65
... More
XLPE/PVC insulated 1x25mm 2 AI cable for energising the distribution boxes/kiosk.
270
43
11669.4
... More
LT Neutral Bare Connector.
90
29
2669.4
... More
Danger Board with Clamp
30
390
11720.4
... More
Dead end clamps with Eye Hook. (insulated)
30
231
6940.8
... More
Supply of suspension clamps with Eye Hook (insulated)
90
117
10602
... More
Holding Clamp 41/2"
90
221
19907.1
... More
LT Insulation Piercing connectors of 25-150 Sqmm size for enegising distribution on Kiosk/box
80
105
8406.4
... More
Dead End Sealing Cap
30
12
381.3
... More
AI Lug 25 Sqmm
90
4
381.6
... More
Nut and Bolt with Off size washer
15
183
2745.75
... More
Labour charges 30% of above amount of shifting LT Line
1
660745
660745
... More
Carriadge charges 5% of above amount of shifting LT Line
1
110124
110124
... More
SHIFTING 11KV BARSHANA, GANGOTRI AND PALM COURT FEEDER
-
-
-
... More
11KV XLPE Insulated 3x185 Sqmm cable
5350
868
4644549
... More
11KV XLPE OUTDOOR Terminal Kit 3x185 Sqmm cable
46
4324
198949.08
... More
11KV XLPE ST Through Terminal Kit 3x185 Sqmm cable
10
7878
78788.1
... More
11KV XLPE Insulated 3x70 Sqmm cable
320
489
156742.4
... More
11KV XLPE OUTDOOR Terminal Kit 3x70 Sqmm cable
64
3612
231196.16
... More
11KV XLPE ST Through Terminal Kit 3x70 Sqmm cable
6
7357
44143.74
... More
Steel Tubuklar pole SP-55(11meter)
28
17250
483027.44
... More
Earthing Rod 20x2540 Sqmm
28
397
11132.24
... More
Earth Wire 7 SWG
25
67
1695
... More
Stay Rod 20x1800mm
18
443
7977.78
... More
Stay Wire 3.15mm 7/10SWG
108
73
7907.76
... More
Disc Insulator B&S Type 70 KN 11kv
96
251
24108.48
... More
Disc Fitting 70KN B&S Type
96
297
28576.32
... More
Pin Insulator 11kv
96
119
11509.44
... More
Pin with nut for 11kv pin insulator
96
51
4945.92
... More
MS channel 100x50x6 mm
660
51
34115.4
... More
MS Pipe 200mm Dia
130
1250
162500
... More
GI Pipe 6" Dia
192
1467
281808
... More
Bracing Angle 65x65x6
112
52
5884.48
... More
Bracing Clamp 6 1/2
22
188
4139.08
... More
Bracing Clamp 7 1/2
22
211
4642.44
... More
MS Clamp 5 1/2
60
122
7372.8
... More
MS Clamp 6 1/2
23
153
3519
... More
MS Clamp 7 1/2
23
153
3519
... More
Stay Clamp 5 1/2
18
117
2120.4
... More
Stay Insulator
18
42
762.66
... More
Danger Board with clamp
28
390
10939.04
... More
Nut and Bolt with off size washer
40
183
7322
... More
ACSR Dog For jumphering
100
92
9237
... More
PG Clamp Dod to Dog
24
160
3844.08
... More
GI Barbed wire
5
71
355.95
... More
HDPE Pipe 140mm dia
100
555
55517
... More
C.I. packing 51/2
60
225
13525.2
... More
C.I. packing 61/2
22
153
3366
... More
C.I. packing 71/2
22
242
5324
... More
Labour charges 30% of above amount of shifting existing 11KV feeder
1
1966519
1966519
... More
Carriadge charges 5% of above amount of shifting existing 11KV feeder
1
327753
327753
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