Municipal Corporation Tender
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If you're a registered bidder for etender UP and want to inquire about any e-tender UP government has posted, this is your stop. No need to enter every detail on the website of etender.up.nic.in - BidAssist filters will help you find the exact UP etender you're looking for. Read to learn how to search & bid for etender UP.
Municipal Corporation Tender
Road Construction
Eprocure
Opening Date19 Feb 2025
Closing Date12 Mar 2025
Tender Amount₹ 56,23,20,000
Technical
Technical
Financial
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. Here, A is the maximum value of works executed in any one year during the last five years, updated to the current price level at a rate of 7 percent per year. N is the number of years prescribed for completion of the works for which the bids are invited. M is 2.5. B is the value at the current price level of the existing commitments and ongoing works to be completed during the next 05 years. Additionally, the total bid capacity available shall be more than the estimated contract value. For Joint Venture (JV), the available bid capacity of the JV will be applied for each partner to the extent of their proposed participation in the execution of the work. Other requirements include:
- Annual turnover: Rs.1000 Cr (one thousand crore) updated to current price in any of the last 5 years (can be ignored if the bidder has a valid registration certificate)
- Experience: Similar nature of works executed certificate issued by Executive Engineer (combined capacity of JV partners should meet the criteria)
- Financial standing: Reports on profit and loss statements, balance sheets, ITR, and auditor's reports for the past any three years of the last five years. Available Bid Capacity ≥ Evaluated Bid Price. In other words, the Bidder's available bid capacity should be greater than or equal to the evaluated bid price. If the available bid capacity is less than the evaluated bid price, the contract will be awarded to the next lowest bidder at their evaluated/negotiated bid price.
Technical Capacity
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The required prior work experience for the bidder includes having experience in works of a similar nature and size. The bidder should have completed or substantially completed similar works during the last five years. The similar work experience can be in the form of:
- At least one work, not less than 80% of the estimated project cost.
- At least two works, not less than 50% of the estimated project cost.
- At least three works, not less than 40% of the estimated project cost. For power line work, the contractor should have similar experience of shifting power lines from overhead to underground with a minimum capacity of 11KV. The value of work executed shall be brought to the current costing level by enhancing the actual value of work at a simple rate of seven percent per annum, calculated from the date of completion to the date of bid opening. The bidder must obtain 80 marks out of 100 for the qualification, with a mandatory 15 marks for underground utilities works pertaining to the power line (HT/LT). The completion certificate shall be signed by the Engineer in charge, not below the rank of an Executive Engineer or equivalent. Only completed or substantially completed certificates will be considered for evidence of similar nature of projects. Substantially completed works means those works which are at least 90% completed as on the date of submission, with gross value of work done up to the last date of submission being 90% or more of the original contract price. The bidder should demonstrate availability of key equipment and suitably qualified personnel. The bidder should also demonstrate access to liquid assets and/or credit facilities of not less than 10% of the value of the contract/contracts applied for, certified by the Bankers. The technical evaluation scoring criteria includes:
- Carriageway works: 30 marks, with minimum length equal to 50% of total length of package.
- Footpath works: 10 marks, with minimum length equal to 50% of total length of package.
- Street lightning works: 10 marks, with minimum length equal to 50% of total length of package.
- Roadside landscapes works: with minimum length equal to 50% of total length of package. The bidder should have executed similar water supply/sanitary engineering works for a minimum length as per technical evaluation. The bidder individually or in form of JV should possess Class A registration and valid electrical line license for executing the street light works and should also have executed underground distribution power line for a minimum length as per technical evaluation. The required prior work experience for the bidder includes having a total annual volume of civil engineering construction work executed and payments received in the last five years, with a certificate from a Chartered Accountant. The bidder should provide details of works underway or contractually committed along with the details of clients who may be contacted for further information on those contracts. The bidder should provide information on work performed as a prime contractor or as a member of a joint venture, including project name, name of the employer, description of work, contract number, value of contract, date of issue of work order, stipulated period of completion, actual date of completion, and remarks explaining reasons for delay, if any. The value of similar works completed should be mentioned, along with the percentage of completion, such as 40%, 50%, or 80% of the estimated project cost. The bidder should also provide a work experience certificate in the specified format, which includes details such as project name, name of the employer, description of work, contract number, value of contract, date of issue of work order, stipulated period of completion, actual date of completion, and remarks explaining reasons for delay, if any. The certificate should be attached with the bid document, along with other required documents, such as a certificate from a Chartered Accountant, and a copy of the Joint Venture agreement, if applicable. In the section related to the Work Experience Certificate, details of work executed are mentioned, including description, quantity, unit, and amount for various types of work such as WMM/Stabilized WMM, Asphalt/Bituminous surface work, Dry Lean concrete, and Cement concrete pavement. The bidder should have experience in works of a similar nature and size, with the total experience and relevant experience specified in years. However, specific values and percentages of similar works completed are not fully detailed. The bidder must have successfully completed or substantially completed similar works during the last five years. The works may have been executed by the bidder as a prime contractor or as a member of a joint venture, or as an approved sub-contractor. In the case of a joint venture, weightage towards experience of the project would be given to each joint venture in proportion to their participation in the joint venture. 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 availability of key equipment, including equipment required for
Costs
EMD
₹ 1,12,47,000Document Cost
₹ 71,074Tender Fee
Refer Documents
Summary
Improvement Of Road From Lal Bangla Road To V.i.p Road And Pacific Lawn To J.k First Chauraha Under Zone 02
Description
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Contact
Tender Id
2025_NNKAN_1007519_1Tender No
KMC/CMG/24-25/PKG-2Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://etender.up.nic.inPackage Tenders
KMC/CMG/24-25/PKG-1KMC/CMG/24-25/PKG-1
GEM & Bid Advisory Services
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Documents
BOQ Items
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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.
1355.25
3671
4975122.75
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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
1176
5740
6750240
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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.
6376.52
9833
62706627.61
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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
325
7660
2489786
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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,
353
2695
951335
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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)
326
324
105624
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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.
2160
618
1334880
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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
1323082.43
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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. (upto depth of 30mm)
25760
8
206080
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Footpath
1
-
-
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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.
3644
67
244148
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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
2733
215
587595
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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
2733
5740
15687420
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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)
361.13
7783
2810972.81
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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.
2407.48
429
1034083.26
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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)
180
4341
781455.6
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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
1547.1
7428
11492744.03
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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.)
15780.02
586
9260032.42
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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.
1440
1552
2235214.19
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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
3219019.74
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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-Charge . 80 mm thick C.C. paver block (Rectangular or Square )of M-35 grade with approved colour design and pattern
6280.01
839
5273573.07
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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.
502.4
3671
1844310.4
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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
3636.04
380
1382166.34
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DIVIDER
1
-
-
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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)
56.86
580
32977.41
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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
440
215
94600
... 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
58.8
330
19404
... 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
58.8
5740
337512
... More
Brick work in common burnt clay (non modular ) brick of class 150 in foundation and plinth.(1 cement : 4 Coasre sand)
667.2
6600
4403520
... More
12 mm thick plaster of mix 1:4 cement coarse sand etc all complete.
2028
200
405600
... More
Steel work welded in built up sections/ framed work, Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required,in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
48000
120
5760000
... 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.
3600
132
475200
... 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.
1440
135
194400
... 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
203.86
380
77493.16
... 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.
1440
103
148320
... 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
249.6
5740
1432704
... 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.
4800.01
3027
14530480.15
... More
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
1944
900
1749600
... 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.
864
3671
3171744
... More
Construction of R.C.C. Storm water Chamber with DI Cover.
40
39044
1561795.99
... More
Construction of R.C.C. Storm water Chamber with PFRC Cover.
120
32114
3853726.78
... 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
2408.36
380
915491.71
... More
STREET LIGHTING WORK and high mask light
1
-
-
... 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.
82
21430
1757260
... 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.
2692
292
786064
... 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).
9
26500
238500
... 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.
19
4076
77444
... 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
164
10500
1722000
... More
Numbring of EL pole 6''x4'' size black enamel paint and around thr number white enamel pain comp in all respects.
82
45
3690
... 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
1480
221
327080
... More
S&F of 6 Amp to 32 Amp. SP MCB (10 KA) C Curve CAT-A
164
260
42640
... 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.
328
20
6560
... 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.
480
25000
12000000
... 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.
5
16393
81965
... 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.
10
223
2230
... More
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
... 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.
10
3029
30290
... More
Painting of electric pole with 2 coat of aluminium paint over red oxide primer complete in all respect
5
324
1620
... More
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
... More
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.
50
292
14600
... 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.
5
4076
20380
... More
s/f of 4/6 arm bracket complete in all respect.
5
5810
29050
... 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
20
11900
238000
... More
Street Fixtures (Benches and signatge
1
-
-
... 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.
90
12600
1134000
... 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.
1
-
-
... More
i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm)
50
4069
203450
... More
ii) 60 cm equilateral tringle with diffinitation plate (20cm X 60cm)
50
3344
167200
... More
iii) 60 cm Dia Circular with diffinitation plate (20cm X 60cm).
50
3818
190900
... More
iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm X 60cm).
50
4555
227750
... More
v) 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm).
60
3770
226200
... More
vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm)
60
4106
246360
... More
Provision of Utility duct and
1
-
-
... 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
7200
215
1548000
... 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
480
5740
2755200
... More
Construction of R.C.C. Electrical Chamber .
50
54110
2705537.5
... More
Construction of R.C.C. Telecom Chamber with DI Cover.
25
29078
726953.75
... More
Construction of R.C.C. Telecom Chamber with PFRC Cover.
75
22147
1661073
... 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.
9600
775
7445280
... 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)63 mm dia : PE-100 : PN 6
4799.91
198
952446.37
... 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
160 mm dia : PE-100 : PN 6
7201
652
4698652.5
... More
200 mm dia : PE-100 : PN 6
5251
1452
7625554.71
... 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 of P.C.C. 1:6:12 cement, c.sand and 40 mm gauge brick ballast etc all complete.
19.97
4380
87459.84
... 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.
156.75
7200
1128592.8
... 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
380
7590.51
... More
Crossing Beautification work
1
-
-
... 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
215
2531.63
... More
Providing and Laying of P.C.C. 1:6:12 cement, c.sand and 40 mm gauge brick ballast etc all complete.
1.96
4380
8597.94
... 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
65581.6
... 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.
4.31
7200
31022.25
... 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
1059.75
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
7.85
1058
8311.42
... 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
231000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
1
100000
100000
... 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
215
2531.63
... More
Providing and Laying of P.C.C. 1:6:12 cement, c.sand and 40 mm gauge brick ballast etc all complete.
1.96
4380
8597.94
... 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
65581.6
... 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.
4.31
7200
31022.25
... 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
1059.75
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
7.85
1058
8311.42
... 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
231000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
1
100000
100000
... More
Landscaping and horticulture
1
-
-
... More
Cleaning of Jungle, wild grouth with disposal, all
complete of the work
2400
7
16800
... 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.
2400
61
147456
... 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.
300
519
155916
... 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)
40
403
16128
... More
Rough dressing the trenched ground including breaking
clods.
2400
1
3624
... More
Fine dressing the ground.
2400
3
8952
... 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).
300
52
15831
... More
Mixing earth and sludge or manure in the required proportion specified or directed by the
Officer-in-charge
150
36
5526
... 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)
120.15
224
26989.29
... 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
325
44
14332.5
... More
Holes 45 cm dia, and 45 cm deep
215
18
4052.75
... 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.
325
7
2392
... More
Hedge & Ground Plants
2400
2
5928
... More
Plantation Part Trees & Ornamantal Plants Furcaria Variegated hybrid well developed with fresh & healthy
foliage 20 and above attractive leaves in 35 cm Cement
Pot
25
443
11088
... More
Plumeria alba dwarf dwarf of height 90-105 cm. with 3- 4 branches
and thick stem in big size HDPE bags
90
756
68040
... More
Palms & CycusCycus 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
25
1512
37800
... More
Foxtail palm well developed with fresh & healthy foliage
of ht. plant 9 to 10 feet in big Pot
90
3024
272160
... More
Phoenix sylvestris Roxb. (Wild date palm/khajur) height
150-165 cm. in Big HDPE Bag
25
655
16380
... More
Washingtonia filifea palm stem ht. 120-135 cm with 8- 10 healthy leaves
lush green leaves well developed in big size HDPE Bag
25
655
16380
... More
Topiary PlantsCyprus Golden Conical Shape 150 to 165 cm ht. plant, with fresh and
healthy Golden colour foliage in 35cm Cement Pot
25
1587
39690
... 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
Flowering & Foliage Hedges
1
-
-
... More
Alternanthera species of height 15 cm to 20 cm, full of branches and foliage
in 15 cm size of Earthen Pot / Plastic Pot
600
20
12096
... More
Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 25 cm size of Earthen Pot / Plastic Pot.
600
20
12096
... More
Dianella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen
Pot / Plastic Pot.
600
20
12096
... More
Verveena, of height 20-25 cm. full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot.
600
20
12096
... More
Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pot of size
20 cm
270
20
5443.2
... More
Maintenance PartComplete maintenance of the open garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing,weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required)
2400
41
100704
... 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 the department) and as per direction of officer in charge. ( 200.25x12= 2403 Sqm)
2400
22
54672
... More
Topiary cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topiary) watering manure etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. (90x12=1080)
1080
106
114847.2
... More
Complete maintenance of trees (for 250 no/(up to 4 & up to 3 year Slow & Fast growing per tree group)
(325x12 Months=3900)
3900
76
298779
... 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
350
420
147000
... More
PVC Pipe 40mm OD-6kg/cm2
300
372
111600
... More
Providing & Fixing of PVC Valve & Valve Box
1
-
-
... More
63mm
10
1740
17400
... More
40mm
35
1032
36120
... More
Water Hydrant (20mm)
40
2250
90000
... More
Mannuaring & Antitermites Part Vermicompost for Manuarionig ( in 50kgs Bags), Approximately-15 Kgs/sqm (2400x15=36000Kgs.)
36000
10
360000
... More
Antitermite treatment by Chloropyrophos, 20EC.( Two Times) During the development time.
1429.77
11
15727.47
... More
Sewer Pipe Line work
1
-
-
... More
Supply of material , labour T&P, required for proper 1 barricating along trench during and laying for pipe as per direction of engineer-in-charge (both sides of will be treated as one side for purpose of measurement)
5360
120
643200
... More
Dismantling of cc , tar roads for laying sewer including shorting out and stacking serviceable materials and disposal of unsericeable materials upto distance of 60m including supply of all materials, labour , T&P etc required for proper completion of work as per direction of engineer incharge.
1
-
-
... More
(a) Tar Road/CC
4824
152
733248
... More
Excavation below G.L upto depth as specified for laying sewer and manhole ordinary soil(earth, sand, laom and clas including cutting of joints pits ramming dressing) levelling, icluding supply of all material, labour T&P etc required for proper completion of work as per direction of engineer incharge
1
-
-
... More
(a) 0.0m to 1.5 m B.G.L
7236
255
1849593.96
... More
(b) 1.5m to 3.0 m B.G.L
7236
285
2068627.68
... More
Provide and fix close timbering in trenches for the depth appoved country wood plank for pollong board 125 X 75 lmus indian sal wood wallers and 100 mm dia sal wood ballies for shuttering at 1.5m C/C including all labour etc all com
1
-
-
... More
(b) 1.5m to 3.0 m B.G.L
10720
76
819008
... More
Supply of following sizes of R.C.C Hume pipe NP3. Spigotted and socketed non pressure pipe (Dia. In mmm)…
5360
1050
5628000
... More
Carting following sizes of RCC Hume pipe NP3 class socket/spigoted rubber ring jointing and specials from store to the work lowering the same in to the trenches upto deoth as specified below G.L true to alignment including excavation of earth below invert level of pipe, 6 cost of all jointing material, testing etc, complete but excluding excavation and refiling of trenches from gmund level to the invert level of pipe etc all com
1
-
-
... More
(b) 1.5m to 3.0 m B.G.L
5360
528
2834368
... More
Plain cement concrete work for bending below G.L at spcified depth with cement, coarse sand and 20mm gauge approved 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
1
-
-
... More
(a)PCC for pipe bedding
146.17
190
27771.77
... More
Construction of curcular brick work manhole chamber in 1st class brick work with 1:4 cement & coarse including 8 supply all materials, labour T&P etc required for the proper completion of work as per direction of engineer in charge
1
-
-
... More
(a) B Type manhole 1200 mm dia
270
38220
10319400
... More
(B) making new sewer line house connection etc all complete
350
5100
1785000
... 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 100 m length of sewer will be laid per week ie. in days. (This item shall be executed when water is encoumtered during excavation of trenches omly)
8
1857
14856
... More
Making sewer line connection etc all com.
12
15000
180000
... More
Disposal of surplus earth
3197.78
500
1598888
... More
Water line work
1
-
-
... More
Dismantling manually/ by mechnical means including stacking of serviceABLE MATERIALS and disposal of sunerviceable materials within 50 m meters lead as per direction of engineer in charge
1
-
-
... More
(A) Bituminous Road
4288
152
651776
... More
(B) Cutting kharanja
4288
230
986240
... More
Excavation of trenches manually or machanically in soil mixed with moorum/ shingle/kankar for pipe line with lift upto 1.5m 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 50m from the center of the excavated trenches.
1
-
-
... More
in mixed soils -60%
4716.8
279
1316694.72
... More
Sand filling in plinth including supply of lab, mat T&P etc all com.
643.2
421
270948
... More
Supply of follwing size pipes including frieght, insurance and all taxes (excluding GST) unloading and local carting etc com.
1
-
-
... More
200 mm dia DI K-7 pipe
5360
2127
11400720
... More
Providing specials required for proper completion of work 10% of pipe cost
1
1140072
1140072
... More
Carting of following size of pipes and specials from store to the site of work with in 8kms, 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 length as per design chart.
1
-
-
... More
200 mm dia DI K-7 pipe
5360
110
589600
... More
Barricading of pipe line of trenches by using bamboo poles, rope with red flags, glow caution boards, diversion boards & red light.
5360
118
632480
... More
Provision for interconnectionfrom old existing pipe line with new pipe as per requirement including supply of all materials, labour T&P etc
1
-
-
... More
200mm X 250 mm
2
37456
74912
... More
200 mm X 350 mm
2
40000
80000
... More
S/F of 200 mm dia sluice value
8
20000
160000
... More
Making new pipe line House hold conection etc all complete
350
3180
1113000
... More
Disposal of surplus excavated earth over including loading unloading & Cartage upto 8kms (10% of excavted earth item no 2)
519.05
466
241877.3
... More
Electricity Utility Shifting
1
-
-
... More
ST pole 11 Mtr(sp-55)
138
18870
2604106.92
... More
ME Earthing rod 20X 2540 sqmm
158
453
71635.59
... More
Earth wire 7/14 SWG
276
67
18711.86
... More
Stay road Complete 20mm
272
501
136461.01
... More
Stay Wire 7/10 SWG
2720
77
212067.79
... More
Stay Insulator
272
42
11525.43
... More
M.S Channel 100X 50X6 (2.4 & 2.8 )
4140
51
214016.89
... More
M.S Angle 65X65X6 mm
1100
52
57796.64
... More
11 KV Pin Insulator
414
156
64906.8
... More
Pin and nut of 11 kv pin Insulator
414
75
31225.41
... More
11 KV XLPE cable 3X185 sq.mm
23655
918
21730526.19
... More
11kv 3X185Sq.mm outdoor cable box
272
4609
1253735.58
... More
11KV 3X185 sq.mm straight through cable box
20
8439
168796.62
... More
11 KV XLPE cable 3X70 sq.mm
1010
522
527254.24
... More
11kv 3X70 sq.mm outdoor cable box
40
3867
154711.88
... More
11KV 3X70 sq.mm straight through cable box
8
8133
65064.41
... More
ACSR Dog Conductor
300
88
26694.93
... More
Stay Clamp 4 ½ "
272
112
30657.64
... More
Stay Clamp 5 ½ "
272
117
32040.68
... More
M.S Clamp 5 ½ " dia (50 X 6 mm)
276
122
33915.27
... More
M.S Clamp 6 ½ " dia (50 X 6 mm)
106
122
13025.43
... More
C.I Packing 5 ½ " dia (50 X 6 mm)
276
202
55901.7
... More
C.I Packing 6 ½ " dia (50 X 6 mm)
106
225
23894.91
... More
G.I Pipe /old & used Pole (3 mtr Each)
276
1228
339152.66
... More
Danger Board
138
390
53913.56
... More
Nut and Bolt 5 Sut 4"
100
737
73728.81
... More
Loading, carriage and unloading of st poles including old pole from store to work site or vice versa
138
338
46779.67
... More
Taking out of 11XLPE 3X185/3X70 sq. mm cable from drum/ complete drum of cable at site of work or store
23665
10
240661.22
... More
Loading carriage and unloading of ACSR Dog Conductor from store to work site or vice-versa.
300
1
508.47
... More
Fabrication/ modification of M.S Item as per reqirement of site
5240
50
266440.9
... More
Fixing of stay road and its erection and groutinh by fitting of stay clamp. Stay wire and its proper binding and tightening etc.
276
313
86542.37
... More
Erection of double pole structure including excavation of pit as per standard specification.
69
6779
467796.61
... More
Grouting of pole with cement brick ballast and coarse sand as per standard specification.
138
576
79525.43
... More
Making Plinth of single pole of 400 mm dia, 600 mm height (200mm underground) with CC in ratio 1:4:8 of cements , stone ballast and coarse sand including cost of materials
138
720
99406.78
... More
painting of S.T Pole with one coat of red oxide and two coat of aim. Paint including of 1st class enamel paint.
138
169
23389.83
... More
Chopping of tree branches lying in the route of existing 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.
75
211
15889.83
... More
Opening of H.T Jumpers From the existing 3 phase 3 wire H.T .O.H line for erection work
14
466
6525.42
... More
Laying, stringing, tensioning and binding of ACSR Dog conductor for H.T .OH line
300
4
1271.19
... More
Making of H.T Jumpers from the existing 3 phase 3 wire H.T .O.H line for erection work
14
233
3262.71
... More
making indoor/outdoor joints of 11kv 3X185 /3X70 mm2, cable where the cable is being laid, jointing Kit will be provided by the department
340
550
187288.15
... More
Digging of trunch (1 mts to 1.5 mts. Depth) 30cm wide, mattlic/ brick/kaccha
23000
203
4677965.4
... More
Laying, of 11/33 kv 3X185/ 3X70 mm2 XLPE cable (UG/OH) incluing cost of bricks for sepration of cable and sand as per specification
23000
254
5847457.9
... More
Mounting of cable box on double pole/cable suuport stucture with pipe
276
805
222203.38
... More
L/C for fixing of following material on eracted pole
1
-
-
... More
MS channel (100 X 50 X 6) mm 2.4/2.8 mtr long.
207
135
28067.79
... More
L/C for mounting of H.T pin insulator
276
84
23389.84
... More
Making of H.T Section point
21
2372
49830.5
... More
Fixing Danger board
138
190
26313.56
... More
Excavation of ST pole (old and used) from ground by digging the pit or by cutting with gas cutter and its proper stacking
105
847
88983.05
... More
Dismentalling of ACSR mixed conductor.
21850
5
111102.88
... More
Carriage of all concerning stock material except mentioned above from kesco store to site or vice-versa.
1
84745
84745.76
... More
Connecting of newly erected network with kesco mains including testing, commissioning and energization of the same completely
7
4237
29661.02
... More
Maintence For 5 years
1
7003000
7003000
... More
Karrahi road to Naubsta Bamba Under Zone 3.
1
-
-
... More
ROAD Works
1
-
-
... 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
11340
215
2438100
... 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.
1890
3671
6938190
... More
Providing Laying spreading and compacting graded stone aggregates to cement treated base (CTB) specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site. Laying in uniform layers as per attached sheet Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired uncomfined compressive strength and to form a base.
1890
4375
8268750
... More
Stress Absorbing Membrane (SAM) crack width less than 6 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder sprayed at the rate of 9 IRC: 37-2018
12600
56
705600
... 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.
1
-
-
... More
Concrete of M40 grade with minimum cement content of 390 kg /cum
895
7660
6856484.15
... More
Providing and laying tack coat with using bitmen pressure distributor @0.30 kg/m2 on granular surface cleaned with mechanical broom etc all complete.
25200
13
332136
... More
Denge Graded Bituminous Macadam (DGBM) P/L dense graded bituminous macadam with 60-90 THP Type HMP producing an average output of 75 tonnes per hour crushed aggregates of specified grading premixed with bitumixed binder @4.5% by weight of total mix and filler transporting the hot mix to work site laying with hydrostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and random rollers to achieve the desired compaction as per MORTH specification clause NO 507 complete in all respect.
945
9864
9322415.55
... More
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG- 30 @ 5.5% (percentage by weight of total mix) and lime filler @3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 12708.75/1.18=10770.12 per CUM
504
9777
4927821.38
... 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)
400
324
129600
... 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.
777.5
618
480495
... 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
FOOTPATH
1
-
-
... 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.
1895.52
67
127000
... 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
2205
215
474075
... 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
2205
5740
12656700
... 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 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)
141.75
7783
1103372.47
... 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.
944.99
429
405901.84
... 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)
140
4341
607798.57
... 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
1470
7428
10920001.11
... 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.)
13440.02
586
7886871.72
... 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.
1260
1552
1955812.41
... 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.
1260
132
166320
... 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
2999.99
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-Charge 80 mm thick C.C. paver block (Rectangular or Square )of M-35 grade with approved colour design and pattern
550
839
461857.51
... 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.
55
3671
201905
... More
Brick work in common burnt clay (non modular ) brick of class 150 in foundation and plinth.
303.6
6600
2003760
... More
12 mm thick plaster of mix 1:4 cement coarse sand etc all complete.
3652
200
730400
... More
Steel work welded in built up sections/ framed work, Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required,in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
44000
120
5280000
... 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.
2640
103
271920
... 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
2021.27
380
768345.36
... More
Sewer Pipe Line work
1
-
-
... More
Supply of material , labour T&P, required for proper 1 barricating along trench during and laying for pipe as per direction of engineer-in-charge (both sides of will be treated as one side for purpose of measurement)
2200
120
264000
... More
Dismantling of cc , tar roads for laying sewer including shorting out and stacking serviceable materials and disposal of unsericeable materials upto distance of 60m including supply of all materials, labour , T&P etc required for proper completion of work as per direction of engineer incharge.
1
-
-
... More
(a) Tar Road/CC
2640
550
1452000
... More
Excavation below G.L upto depth as specified for laying sewer and manhole ordinary soil(earth, sand, laom and clas including cutting of joints pits ramming dressing) levelling, icluding supply of all material, labour T&P etc required for proper completion of work as per direction of engineer incharge
1
-
-
... More
(a) 0.0m to 1.5 m B.G.L
3960
225
893415.6
... More
(b) 1.5m to 3.0 m B.G.L
3960
285
1132084.8
... More
Supply of following sizes of R.C.C Hume pipe NP3. Spigotted and socketed non pressure pipe (Dia. In mmm)…
2200
1575
3465000
... More
Carting following sizes of RCC Hume pipe NP3 class socket/spigoted rubber ring jointing and specials from store to the work lowering the same in to the trenches upto deoth as specified below G.L true to alignment including excavation of earth below invert level of pipe, 6 cost of all jointing material, testing etc, complete but excluding excavation and refiling of trenches from gmund level to the invert level of pipe etc all com
1
-
-
... More
(b) 0.0 m to 1.5 m B.G.L
2200
528
1163360
... More
Plain cement concrete work for bending below G.L at spcified depth with cement, coarse sand and 20mm gauge approved 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
1
-
-
... More
(a)PCC for pipe bedding
110
5648
621379
... More
Construction of curcular brick work manhole chamber in 1st class brick work with 1:4 cement & coarse including 8 supply all materials, labour T&P etc required for the proper completion of work as per direction of engineer in charge
1
-
-
... More
(a) B Type manhole 1200 mm dia
147
38220
5618340
... 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 100 m length of sewer will be laid per week ie. in days. (This item shall be executed when water is encoumtered during excavation of trenches omly)
21
1857
38997
... More
Making sewer line connection etc all com.
20
15000
300000
... More
Drain Work
1
-
-
... 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
546
215
117390
... 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
546
5740
3134040
... 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
2478
9560
23689680
... 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.
2254.52
7200
16232544
... More
Making Bandha by sand filled bagss including cost of bags, lacal sand , laying & removing etc all complete.
14800
42
621600
... More
Dewatering of nala by diesel pump with 8 hours per dayetc all complete.
90
1824
164160
... 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
1801.8
380
684918.23
... More
Construction of R.C.C. Storm water Chamber with PFRC Cover.
105
32090
3369529.8
... More
Street fixturews(benches 70 nos and signage 165 nos)
1
-
-
... 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.
70
11328
792999.9
... 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.
1
-
-
... More
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).
20
3770
75400
... More
vi) 60 cm x 60 cm square with diffinitation plate (20cm X 60cm)
25
4106
102650
... More
Street Lighting Nos 140 poles, High Mask Light 04
1
-
-
... 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.
140
21430
3000200
... 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.
2100
292
613200
... 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).
7
26500
185500
... 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.
70
4076
285320
... 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
140
10500
1470000
... More
Numbring of EL pole 6''x4'' size black enamel paint and around thr number white enamel pain comp in all respects.
70
45
3150
... More
1.5 MM Copper lead 3 core for connection of LED Fitting
2100
75
157500
... More
S&F of 6 Amp to 32 Amp. SP MCB (10 KA) C Curve CAT-A
140
260
36400
... 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.
280
20
5600
... More
S/f of Decorative double arm bracket size 32 mm OD X 1200 mm hight complete in all respects.
70
4300
301000
... 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.
140
14928
2089999.8
... More
Cutting & Repairing of footpath.
1
26000
26000
... 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.
50
292
14600
... 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.
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
Landscape/HORTICULTURE
1
-
-
... 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.
1102.5
67
73867.5
... 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
163.2
5740
936768
... More
Brick work in common burnt clay (non modular ) brick of class 150 in foundation and plinth.
1006.06
6600
6639996
... More
12 mm thick plaster of mix 1:4 cement coarse sand etc all complete.
6849.62
200
1369924
... 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.
6849.62
132
904149.84
... 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.
6849.62
135
924698.7
... More
Steel work welded in built up sections/ framed work, Including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required,in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
103800
120
12456000
... 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.
4152
103
427656
... 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
976.14
380
371060.1
... 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
215
2532.7
... 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
11250.4
... 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
65581.6
... 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.
4.31
7200
31032
... 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
1059.75
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
7.85
1058
8311.42
... 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
213000
213000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
1
100000
100000
... 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
215
2532.7
... 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
11250.4
... 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
65581.6
... 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.
4.31
7200
31032
... 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
1059.75
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
7.85
1058
8311.42
... 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
213000
213000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
1
100000
100000
... 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
215
2532.7
... 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
11250.4
... 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
65581.6
... 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.
4.31
7200
31032
... 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
1059.75
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
7.85
1058
8311.42
... 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
213000
213000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
1
100000
100000
... 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
215
2532.7
... 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
11250.4
... 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
65581.6
... 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.
4.31
7200
31032
... 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
1059.75
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
7.85
1058
8311.42
... 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
213000
213000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
1
100000
100000
... 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
215
2532.7
... 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
11250.4
... 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
65581.6
... 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.
4.31
7200
31032
... 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
1059.75
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
7.85
1058
8311.42
... 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
213000
213000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
1
100000
100000
... 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
215
2532.7
... 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
11250.4
... 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
65581.6
... 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.
4.31
7200
31032
... 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
1059.75
... More
Finishing walls with Art painting approved brand on wall surface with all completion of work.
7.85
1058
8311.42
... 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
213000
213000
... More
Suplly & Fixing of Murals as per approved design & as per direction of E/I. Required T&P etc all complete.
1
100000
100000
... More
Utility DUCT(HDPE 14998 RM, Chamber 105 nos)
1
-
-
... 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
215
30960
... 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
651096
... 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
4379.1
... 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
1890
215
406350
... 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
30.24
5740
173577.6
... More
Construction of R.C.C. Electrical Chamber .
42
54695
2297213.1
... More
Construction of R.C.C. Telecom Chamber with PFRC Cover
63
22419
1412437.32
... 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.
8400
775
6514116
... 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
6398
198
1269555.14
... More
90mm dia (OD-90mm & ID-76mm Nominal
200
232
46588
... 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)
12000
697
8370000
... More
200mm/PN-10 (Supply rate 1342.0+ cost of laying, jointing testing etc 110.21= 1452.21)
5350
1452
7769323.5
... More
Water line work
1
-
-
... More
Dismantling manually/ by mechnical means including stacking of serviceABLE MATERIALS and disposal of sunerviceable materials within 50 m meters lead as per direction of engineer in charge
1
-
-
... More
(A) Bituminous Road
2200
152
334400
... More
Excavation of trenches manually or machanically in soil mixed with moorum/ shingle/kankar for pipe line with lift upto 1.5m 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 50m from the center of the excavated trenches.
1
-
-
... More
in mixed soils
3300
225
744513
... More
160 mm dia PVC Pipe ISI mark (pressure 6kg/cm2)
2200
465
1023000
... More
Providing specials required fro proper completion of work (10% of Above Item)
220
465
102300
... More
Carting of following size of pipes and specials from store to the site work within 8 kms, lowering the same into etc all com.160 mm Dia PVC PIPE
2200
73
160600
... More
Barricading of pipe line trenches by using bamboo poles, rope with red flags, glow caution boards, diversion boards & red light.
2342
118
276356
... More
Provision for interconnection from old existingpipe line with new pipe line as per requirement & direction of engineer etc all com.
1
-
-
... More
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
350 mm dia
1
46500
46500
... More
Disposal of surplus excavated earth over including loading unloading & Cartage upto 8kms (10% of excavted earth item no 2)
330
466
153780
... More
Unforseen job
20
2000
40000
... More
Electricity Utility Shifting An Estimate for shifting of LT Line from Snehi Chauraha To Pal TVS Motors along the Bamba Road to Karrahi Road in Hon'ble CM Grid Scheme
1
-
-
... More
S.T Pole (SP-37) 9.5 mtr Long
17
9472
161038.96
... More
Aerial Bunched Cable XLPE (3x150)+(1x25)+(1x95) sqm mm
750
369
277119
... More
Existing ab cable aerial bunched Cable XLPE mix size
750
177
133474.5
... More
suspence clamp with eye hook.
17
226
3846.61
... More
Holding Clamp 4 ½ for S.T pole
17
46
792.37
... More
Dead end Clamp with eye Hook
5
152
762.71
... More
Dead end Sealing cap
10
12
127.12
... More
Piercing conector 150-25 Sq mm
51
74
3803.39
... More
Allu Ferule connector 120 Sq.mm
55
11
652.54
... More
L.T Bare Neutral connector
17
83
1411.86
... More
Three Phase dist box for A,B,C with clampb set.
17
1051
17878.73
... More
L.T XLPE cable 1x25 mm2
68
43
2938.98
... More
C.I Packing Pcs 4 ½
17
147
2506.79
... More
Stay set Complete with wire
12
1881
22576.32
... More
Stay clamp 4 ½
12
112
1352.54
... More
Earthing complete
12
710
8522.03
... More
Earth wire 7/16
60
67
4067.8
... More
AI Lug 25 sq mm
68
4
288.14
... More
stone pad 300x300 mm2
17
118
2016.95
... More
Nut and Bolt 100x16 mm with washer
15
73
1105.93
... More
Labour and cartridge charges @30%
1
193884
193884.92
... More
Estimate for shifting of existing LT ABC line under CM Grid Yojna Under EUDD Hanspuram Kesco Kanpur on the request letter of EE Nagar Nigam Zone 02
1
-
-
... More
Cable L.T ZLPE 3½x240 SQ M.M
2560
727
1863592.96
... More
Nut and Bolt with off Size Washer
10
183
1830.51
... More
Double Compression Brass gland 3.5 CX240 Sq mm.xlpe.
10
1205
12059.3
... More
Erection
1
-
-
... More
Loading Carriage of all type of carriage of size 3.5cx240 Sq mm XPLE
1440
22
32949.22
... More
Digging of Soil by Making pits (After due survey with the help of utility Detector of existing electrical/telephonic cable and other of public utilites department) for laying of cable of size 3.5cx70/3.5 cx120/3.5 cx240 sq mm XLPE by manual drill (by making maual holes moling method) including other incidental work as per site requirement
50
255
12754.25
... More
Digging of trenches of 0.3 mtr wide 0.750 min mtr depth for laying of L.T cable including other incidental work as per site requirment.
1440
233
335593.44
... More
Laying of cable in above digged trech
1440
210
302643.36
... More
Erection of 3.5cx240 sqmm XLPE Gland
10
450
4500
... More
Estimate for shifting of existing 11kv Overhead line
1
-
-
... More
Nut and bolt with off size washer
10
183
1830.51
... More
Steel Tublar poles (SP-55) with welded steel base plate of designation 410 SP 55 (IS 2713, Pt I II III 2620 ) and Bottom Galvanized as p[er Is 2629 (1985)
4
16582
66328.8
... More
Earthing Rod 20x2540 Sqmm
4
453
1813.56
... More
Earth wire 7/14 SWG
6
67
406.78
... More
Stay Rod 20x1800mm
4
506
2027.12
... More
Stay Wire 3.15MM 7/10 SWG GSS Wire
28
78
2206.78
... More
Stay Insulator
4
42
169.49
... More
Danger Board with Camp
4
390
1562.71
... More
M.S Clamp 5 ½
4
153
613.56
... More
CI Packing 5 ½
4
225
901.7
... More
M.S Clamp 4 ½
4
153
613.56
... More
CI Packing 4 ½
4
153
613.56
... More
M.S Clamp 6 ½
8
153
1227.12
... More
CI Packing 6 ½
8
282
2257.62
... More
Pin Insulator 11kv
6
53
320.34
... More
Pin with nut for 11kv Pin insulator
6
101
610.17
... More
stay Clamp 5 ½
4
117
471.19
... More
M.S Channel 100x50x6 mm
92
51
4755.93
... More
11 kv XLPE insulator 3x185 Sq mm cable
1716
918
1576393.1
... More
11 kv XLPE outdoor Terminal Kit 3x185 Sq mm cable
12
4235
50827.08
... More
GI Pipe 6 dia
36
1250
45000
... More
M.S Clamp 7 ½
4
153
613.56
... More
CI Packing 7 ½
4
242
969.49
... More
Bracing Clamp 7 ½
4
211
844.07
... More
Bracing Clamp 6 ½
4
188
752.54
... More
M.S Angle
106
52
5569.49
... More
Loading carriage and Unloading of ST Poles incl old and used st Poles from store to eork site or vice versa
4
388
1552.54
... More
Loading carriage and unloading of ACSR Conductor from store to work site voce versa
702
4
2974.58
... More
Taking out 11kv and 33kv cable from drum complete drum of cable from store its loading carriage and safe unloading by truck/ Bullock cart at site of work or vice versa
1716
26
45081.38
... More
Erection of Double poles stucture as per standard specifications
2
3500
7000
... More
Grouting of pole with cement bricks ballast and coarse sand as per standard specification.
4
762
3050.85
... More
Making of poles plinth of 400 mm dia 600 mm height 200mm underground with CC in ratio 1:4:8 of cement stone ballast and coarse sand incl coast of matrials
4
519
2077.97
... More
Painting of steel tublar pole with one coat of red oxide and two coat of first enamal Aim Paint upto fuse set including cost of all materails
4
500
2000
... More
Earthing of Support as per standard specifications
4
259
1037.29
... More
fixing of stay rod and its erection and grouting by fitting of stay clamp wire and its binding and tighteningf etc.
4
355
1423.73
... More
Opening of HT Jumpers from the existing 3 phase m wire HT line for ecrection work
6
200
1200
... More
Making of HT Jumpers with 3 phase 3 wire HT OH line for after erection of work
4
279
1118.64
... More
Exacavation of ST Pole Old and used From ground by digging the pit or by cutting with gas cutter and its proper stacking
29
869
25215.27
... More
Dismentaling of Binding wire from insulator and loosing of the ACRS mixed Conductor on each pole on them lowring Down the ACRS mixed Conductor and Rolling in to Bundles.
780
3
2644.07
... More
Dismentaling of 33/11 KV Vtype X-arm M.S channes guarding Angle LT Bracket Etc From damages poles.
29
127
3686.45
... More
Fabrication/ modifications Of M.S item As per Requirement of site condition
197.6
11
2344.41
... More
Fixing of M.S angles/M.S channel
4
105
420.34
... More
Fitting of cross brassing on doubles poles structure and related works.
2
850
1700
... More
Digging of Pit 2x2x1 mtr for laying of cable through HDD method
2
4819
9638.98
... More
Digging of soil by making pits after due survey with the help of utility detector of exsting electrical telepjonic cable and other utilitis of public utilities department for laying of 11kv manual drill by making manual moles molling method incl other incidental work as per site requrment
0.78
240
187.2
... More
laying of 33/11 kv 3x300 /400/185 sq mm XLPE through HDD Method and also making name on pipe with paint at the interval of each 100mtr
1716
600
1029600
... More
making indoor outside joints of 11kv and 33kv X:PE cables is being laid
4
151
606.78
... More
Mounting of all types cables box on poles as well as on HTPB outdoors metering cubical HTMC the work includes proper clamping of cable box on both ends with pipes provides by kesco
4
625
2501.7
... More
Making of HT Section points by brackets clamps insulator tightering of line binding of condurtor proper connection.
2
2500
5000
... More
Fixing opf GI pin and Pin insulator on erected doubles tri poles
2
100
200
... More
Loading and carriage of other items for wich loading chrs not seprately covered
1
2000
2000
... More
Maintence For 5 years
1
5565000
5565000
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