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Municipal Corporation Tender
Civil And Construction
Eprocure
Opening Date26 Sep 2024
Closing Date3 Oct 2024
Tender Amount₹ 35,66,90,000
Costs
EMD
₹ 51,00,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NNAMC_959701_1Bid Award Id
ViewTender No
CMGrid 0001Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://allahabadmc.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
4760
23800
5
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of E-I-C. (By Mechanical means).
1
-
-
i) Cement Concrete
18.89
12450
659.1
ii) Reinforced cement concrete/ R.B.
100
93600
936
Dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical specification Clause 202. Bituminous / Granular Courses (By Mechanical means)
763.2
236050
309.29
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.
1
-
-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres by Mechanical means.
1
-
-
Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap.
60
34911
581.86
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including T&P, Earthwork and Dismantling of Masonry Works.
1
-
-
(i) Up to 600 mm dia
15
19173
1278.2
Removal of telephone / Electric poles / Street light / Lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately
80
16088
201.1
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. Note- Item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
863.2
320074
370.8
Dewatering using 10HP to 70HP diesel engine pump set including Hire charges, cost of Diesel, Engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (Hire charges for Diesel Pump set for 10 HP)
50
5000
100
[B] Bill No. 2 - Earthworks
1
-
-
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m
4828.6
575569
119.2
Removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305
1
-
-
i) Lead upto 1000 M
7290.08
885744
121.5
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.
1
-
-
Mechanical Means (Depth upto 1.5 m)
1
-
-
i) Excavation
4284
685440
160
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
1822.52
159106
87.3
[C] Bill no. 3 - Development of Carriageway
1
-
-
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method)
1
-
-
i) For Grading-I Material
3428.7
5148775
1501.67
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (G-1) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Plant Mix Method)
520.8
1754580
3369.01
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Tack Coat on Bituminous surfaces )
34254
808736
23.61
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading 2)
1712.7
16771015
9792.15
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 aggregat aggregate 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 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
-
-
Concrete of M40 grade with minimum cement content of 390 kg /cum
49.8
399585
8023.8
M.S. (TOR steel or plain) in plain work such as RCC or RB work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. Excluding GST (SOR-504).
39.84
247008
6200
Providing and laying Porous hot bituminous mix as per grading of IRC SP 125 2019 with Drum/batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, tandem rollers to achieve the desired compaction as per MORTH specification clause No 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full-depth grouting for CGBM layer
1027.62
19691254
19162
Sand Filling in Foundation Trenches as per Drawing & Technical Specification and as per direction of Engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.)
285.6
445810
1560.96
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (PCC below all paving area, Kerb Channel, Road edge kerb, Table top, Property edge beam)
285.6
1456560
5100
Providing and laying Stamp Concrete of M 30 grade of concrete for a minimum thickness 100 mm. Broadcasting the concrete surface with selected UV resistant color hardeners of desired shade, application of powder or liquid colour enhancing release agents, stampng the concrete with desired patterns with the use of PU or rubber mats followed by application of a coat of Acrylic /PU sealer etc. complete including tool and tackles to provide durable, wear resistant, uniformed coloured and stamped concrete all complete as per Engineer-in-charge.
2197.65
3547007
1614
Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
11466
8575421
747.9
Supply and fixing of Tactile indicators made from SS-304 grade stainless steel. Warning Tactile indicator Shall be installed on the walking surface in a raised grid pattern of dots or stud. Minimum 36 studs to be placed in 300X300 mm area. Dimensions - 35mm Outer Dia x25mm Inner Dia, Stem Dia 8mmx12mm, Weight - 28grm. All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property, all complete as per direction of Engineer-in-charge.
300
12525
41.75
Supply & fixing of Tactile indicators made from SS-304 grade stainless steel. Directorial Tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. Min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300X300 mm area. Dimensions-280mm L x 35mm W x 4.5mm, Stem Dia 8mmx12mm, Weight - 250grm All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property., all complete as per direction of Engineer-in-charge.
250
48550
194.2
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 colors 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
1428
2117632
1482.94
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (DSR-11.20)
7140
7357555
1030.47
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 75mm 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. (Saucer drain along the road edge, Curved Kerbs at Property Entry/Exit, Curved Kerbs at side roads)
1428
585980
410.35
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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
1428
10619230
7436.44
Supply and fixing of Bollard made from mild steel with CNC machine finishing with 140mm outer diameter , thickness of 3mm r and 1100mm Height . Expose height 900mm from above Ground level and fixed the remaining 200mm below the GL. three number of circular rib of R06mm radius are provided at the top . The whole product is power coated black color as per standard recommendation of Engineer. For fixing the Bollards with M10 cement concrete footing of minimum dimension 20cmx20cmx20cm,with base plate, anchor rods complete, all complete as per direction of Engineer-in-charge.
600
1896000
3160
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm 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 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm 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 for day 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 i/c 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 maintenance 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 EngineerinCharge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).(DSR 2023-16.81)
60
151681
2528.03
Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic
250
122000
488
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 Acrylonitrile) or HIPS (High-impact Polystyrene) or Acrylonitrile Butadiene 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 D4260. The Reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methacrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $Q.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, labor, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge,
1
-
-
RPM With Shank
780
252720
324
Solar Power Road Marker The solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4280. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +55 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labor, equipment's, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge
200
539000
2695
R.CC work (1:1.5:3) (M-20) with cement course sand &20mm the stone grit including all complete cement concrete with cement sand &20mm gauge stone Grit with the proportion of (1:1.5:3)including all complete the work (MORTH RA-12.8 C, Case-II)
186.84
1362513
7292.41
M.S. or Iron work plain or Tor for RCC work including cutting, bending, rivetting or welding etc. where necessary. Excluding GST (S.I.No-504)
8800.16
545609
62
Painting Two Coats on New Concrete Surfaces - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
1660.8
144489
87
Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on New Work - Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control
1
-
-
Up to 10 Cm in width
100
9600
96
Over 10 Cm in width
200
22600
113
M.S. or Iron work of heavy sizes section such as Trusses, built up gates, record racks, roof work, gates etc. Including rivetting or welding where necessary. Excluding GST (S.I.No-503)
8636.16
569986
66
Painting of M.S. Grill with enamul paint etc all complete work. (S.I. 15.15 new item no.)
830.4
79718
96
Providing and applying 5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
1614
1774215
1099.27
Providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting type-IV vide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm *6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm* 45cm*60 cm, 60 cm below ground level as per the approved drawing. The retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors 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 be also obtained from Indian condition within 3 years of launching of product by the manufacturing abroad. Alternatively, a certificate conforming to ASTM specification (D4956-09) on Artificial accelerated weathering requirement 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 3 years outdoor weathering of the sheeting as per IRC 67:2012 . Legends, letters, numerals, and borders etc. should be as per MoRT&H specification 801.3.7. Proof of the same in form of government reports shall be uploaded while quoting tender.
1
-
-
90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm)
5
31380
6276
60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm)
2
10112
5056
60 cm circular with diffinitation plate size (20cm x 60 cm)
2
11154
5577
80mm x 60mm rectangular with diffinitation plate size (20cm x 60 cm)
3
22815
7605
60 mm x 45 mm rectangular with diffinitation plate size (20cm x 60 cm)
4
21784
5446
60cm x 60cm square with diffinitation plate size (20cm x 60 cm)
4
25484
6371
95 cm high octagon
4
38276
9569
Direction and place Identification signs up to 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorized sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color 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 (D4956-09) 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 MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete.
6
79710
13285
Direction and place Identification signs with size more than 0.90 sqm size Board
Providing and erecting direction and place identification retro-reflectorized sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color 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 (D4956-09) 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 MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete.
6
83646
13941
Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC :67
3
41421
13807
Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge. (Model No. OZUF-DBBO-LID, Make-Ozone/ Jindal/ J.C.Decaux or equivalent)-as per market rates
6
57000
9500
Providing and fixing sitting Benches, fiber strip + castIron of size 1500mm X 500mm in brushed / roughfinish and cut shape all completed as per directions of in engineer-in- charge
10
138000
13800
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(PCC below pipe of Storm water, Sewer, Water, Inspection chamber for storm water, telecom chamber, power chamber and sewer)
285.6
1456560
5100
Providing and laying Non Pressure NP-3 class (Medium 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 (Storm water, sewer)
1
-
-
600 mm dia RCC pipes
2780
6949774
2499.92
Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicone in inner layer for ICT fiber cables conforming to ASTM F 2160, ASTM D 2444 and /or equivalent Indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The color of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation. Outer sheet thickness shall be 1.2mm +/- 0.2mm. The inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm +/- 0.3mm. ISO Requirements- ISO 9001, 14001, 18001, complete as per specifications and directions of Engineer-in-charge. (7 way multi utility duct for OFC)
4360
3270000
750
Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 110mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35 km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and all complete as per direction of Engineer-in-charge. - For depth up to 2m - 90mm to 110mm dia (OD) HDPE pipe (From chamber to properties for OFC/telecom , Power )
600
150000
250
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
1
-
-
RCC Grade M20 using batching plant transit mixer & manual placing ( Side wall, bottom slab for all inspection chamber i.e. storm water, telecom, power, sewer, water)
100
729241
7292.41
Sewer: recessed double seal red 261 DSRH – 800 x 800mm DI manhole cover and frame in D400 load class , as per BS EN 124 , black bitumen paint , all complete as per direction of Engineer-in-charge.(For Existing Manholes)
12
207900
17325
Supply and installation on site - Storm water: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber)
10
198400
19840
Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For power chamber)
10
153600
15360
Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For telecom chamber)
10
198400
19840
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cementmortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : DSR 2023
1
-
-
0.91 m to 1.67 m deep with S.F.R.C. cover and frame (heavy duty,HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
1
-
-
19.9.1.1 With common burnt clay bricks of class designation 7.5 F.P.S. (non modular)
10
149328
14932.84
Restoration of water pipeline in case of damage
45
99000
2200
Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications.
10
614
61.42
Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment).
1190
482533
405.49
Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment)
571.2
195516
342.29
Mixing earth and manure in specified proportion or as directed.
1190
46540
39.11
Rough dressing the trenched ground including breaking the clods.
2380
3831
1.61
Fine dressing the ground
2380
9424
3.96
Spreading of mixed good earth and manure in specified proportions as above and in required thickness.
1190
66651
56.01
Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
2380
12471
5.24
Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge
1300
121719
93.63
Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.
200
97658
488.29
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,
sides of foundation etc. complete.
200
149918
749.59
Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.
150
10432
69.55
Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge.
50
2140
42.8
Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.
200
12840
64.2
Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
250
200625
802.5
Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
100
42800
428
Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..
100
24075
240.75
Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge..
300
32100
107
Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty
shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge..
250
5350
21.4
Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.
200
6420
32.1
Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
100
36851
368.51
Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
100
223900
2239
5 year maintainance cost @2.5% of items as per directions of Engineer-in-charge
5120000
5120000
1
Street Light Works (Excluding GST)
1
-
-
Making Connection of Each Street Light by S/L 1.5 Sqmm FRLSH Copper wire Complete as per Direction of Engineer In Charge (MR)
86
100620
1170
S/F of 2.5 mm sq copper connected PVC insulated 2-core unarmoured cable.
60
2700
45
Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect.
3
624000
208000
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 single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P complete in all respect
55
1148950
20890
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.
31
664330
21430
Supply & Laying of 63 mm Dia (OD-63 mm & ID- 51 mm Nominal) 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 & refilling the trench but excluding sand cushioning & protective covering etc, complete as required.
2820
696540
247
Supply and burrying of 75 mm Dia 1 Mtrs. Long Electrode casted with maintenance free, conductive concrete, non corrosive mixture ( Ultra low Resistive carbon 0.001 ohm/Mtr) in the ratio of 3:1:1 (marconite : cement : water) on M.S. Rod wiih hole (16 mm diameter X3 Mtrs ) will be vertically installed for earthing with 1 Mtr G.I strip (25 mm X 2.5mm) connected with SS nut bolt. The earth electrode will be installed into the 100 mm pit up to 3000 mm depth. noraml soil will be used as backfill material. Make : As approved in U.P.P.W.D & C.P.R.I. Certified.
89
627450
7050
Supply and fixing for automatic street light cubical control Juction Box painted with anti-corrosive alkali and acid proof pait consisting of 6 Amps MCB (B - Curve) complete in all respect
86
94600
1100
Supply and fixing of 16 sq.mm 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.
822
17262
21
Supply and Fixing of 32 Amp 5P MCB (10KA) C curve
3
780
260
Supply and fixing of 40 Amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.
3
53400
17800
Supply and fixing of 40 Amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.
4
117200
29300
Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 170 to 200 Watt. Confirming to IP 66 protection complete in all respect.
18
409500
22750
Supply and fixing 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 respect. Cat: AAA
117
1228500
10500
Supply and fixing of single unit LED aviation obstruction light complete with transformer and LED spiral etc complete in all respect.. CAT AAA (SOR-409)
3
11835
3945
Supply and Fixing SP of Reflecting Red Colour Strip & Pole Numbering
89
48683
547
Supply and laying of 16 sq.mm. 4 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
2925
1003275
343
Supply and laying of 32 mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect.
13
1950
150
Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required.
2700
137700
51
Part - B Utility Shifting (Including GST)
1
-
-
aConverstion of LT Overhead Line by Underground LT Line
1
-
-
6 SWG G.I. wire for earthing along cables.
110
8690
79
Laying of 3.5Cx400/1x400 sq.mm size LT XLPE insulated cable underground in 160mm HDPE pipe.
1750
2712500
1550
Aluminium Crimping Lugs 150 sqmm (1)
70
3500
50
Aluminium Crimping Lugs 240sqmm
84
5880
70
Aluminium Crimping Lugs 400sqmm
46
4140
90
Aluminium Crimping Lugs 70 sqmm
120
1800
15
Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x150 Sqmm. LT Cable.
36
54000
1500
Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x240 Sqmm. LT Cable.
28
61600
2200
Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x400 Sqmm. LT Cable
18
54000
3000
carriage , Laying of 3.5CX70 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 75mm dia.
3240
2883600
890
Earthing MS earthing rod 2540x20 mm
68
34204
503
Electronic KWH Meter 1PX2W with Box. For single phase consumer
600
674400
1124
Electronic KWH Meter 3PX4W Static meter with Box.For three phase consumer
90
195120
2168
G.I. STRIP 25X6 MM
80.52
7246
90
Laying of 3.5Cx240/150 sq.mm size LT XLPE insulated cable underground in 110 mmHDPE pipe.
5384
6191600
1150
Lockable distribution boxes of size 450X400mm with bus bar 100 Amp. TPN to feed upto 10 houses (Type C)
40
99400
2485
LT XLPE insulated cable of size 3.5x150 sqmm.
2450
1612100
658
LT XLPE insulated cable of size 3.5x240 sqmm.
3210
3033450
945
LT XLPE insulated cable of size 3.5x400 sqmm.
1800
2935800
1631
LT XLPE insulated cable of size 3.5x70 sqmm.
3420
1026000
300
LT XLPE Insulated,Unarmoured Aluminium Single Core Cable,1x240sq. mm.Size
200
48600
243
LT XLPE Insulated,Unarmoured Aluminium Single Core Cable,1x400 sq. mm.Size
100
40000
400
MAIN LT PANEL AT SUB STATION- 250 KVA (Type A-2)
Incomer- 1 No. 630 Amp. TP MDO ACB with Inbuilt MPR Release with On/Off Indicating Light
Metering on Incomer - 1 Set of Digital Ammeter with ASS - 1 Set of Digital Voltmeter with VSS - 1 Set of LED type Phase Indicating Light (22.5 mm.) with Control MCBs
Outgoing - 5 Set of 250 Amp. TP MCCB with Spreader & Extended handle - 2 Set of 100 Amp. TP MCCB with Spreader & Extended handle
(Installation of LT Distribution Boards for LT underground system (Type-A, B & C))
8
1060120
132515
MAIN LT PANEL AT SUB STATION- 400 KVA (Type A-1)
Incomer- 1 No. 800 Amp. TP MDO ACB with Inbuilt MPR Release with On/Off Indicating Light
Metering on Incomer - 1 Set of Digital Ammeter with ASS - 1 Set of Digital Voltmeter with VSS - 1 Set of LED type Phase Indicating Light (22.5 mm.) with Control MCBs
Outgoing - 6 Set of 250 Amp. TP MCCB with Spreader & Extended handle - 2 Set of 100 Amp. TP MCCB with Spreader & Extended handle
(Installation of LT Distribution Boards for LT underground system (Type-A, B & C))
2
299612
149806
Outdoor type feeder pillar panel to be made of 2 mm CRCA sheet and covers will be 1.6mm CRCA sheet duly powder coated paint with 400 amps Al. busbar. (Type-B1)
Incomer - 250 Amp. TP MCCB - 1 No.
Outgoing - 63 Amp. TP MCCB - 6 Nos.Installation of LT Distribution Boards for LT underground system (Type-A, B & C)
20
987500
49375
PVC PIPE 32 MM DIA
2600
78000
30
PVC PIPE 50 MM DIA
700
35000
50
XLPE LT Service armoured Cable for single phase,2x6 sq. mm.(PVC armoured Consumer Service Cable)
2200
99000
45
XLPE LT Service armoured Cable for three phase,4x10 sq. mm.(PVC armoured Consumer Service Cable)
400
48000
120
XLPE LT Service armoured Cable for three phase,4x16 sq. mm.(PVC armoured Consumer Service Cable)
400
60000
150
XLPE LT Service armoured Cable for three phase,4x25 sq. mm.(PVC armoured Consumer Service Cable)
300
63900
213
CARTAGE , ERECTION AND DISMENTLING CHARGES 22% OF MATERIALS COST
2877801.52
2877801
1
Conversion of 11KV Overhead/Underground Line by 11KV Line Underground
1
-
-
11 Kv cable jointing kit size 3x185 sq.mm XLPE O/D
8
43512
5439
11 Kv cable jointing kit size 3x185 sq.mm XLPE S/T
10
99590
9959
11 Kv cable size 3x185 sq.mm XLPE
1890
2048760
1084
Bracing angle 65x65x6x2700 mm with clamp
3
7713
2571
Clamp for fixing pipe to pole
12
1332
111
Danger board & clamp with bolts & nuts
6
960
160
Earthing complete
6
5532
922
G.I pipe 4" dia
18
33300
1850
G.I. barbed wire
12
1224
102
Grouting of ST pole
6
5652
942
Grouting of Stay set
4
1800
450
Laying of single 11 KV 3x185 sq mm XLPE cable by mannual/machine drilling method. The cable shall be laid at the depth of 900 mm from the surface of road in 6" HDPE pipe.
621
1434510
2310
MS Nut & Bolt
17.79
3842
216
Number plates with Clamp
6
2580
430
Painting of STP incuding paints (2 ltr red oxide and 2 Ltr Alluminum Paint for each pole.)
6
5100
850
S.T. pole 11 Mtr long
6
133602
22267
Service clamp O/S
18
4158
231
Stay complete
4
8628
2157
Stone pad
6
840
140
TOP channel 100x50x2240 mm
9
7434
826
CARTAGE , ERECTION AND DISMENTLING CHARGES 22% OF MATERIALS COST
528766.7
528766
1
Installation of 250 KVA Transformer on DP for the Shifting on 1 No. 250 KVA Transformer
1
-
-
11 KV D.O. FUSE SETS
1
3464
3464
11 KV TPMO
1
7572
7572
ALUMINIMUM LUG 120 SQMM
4
200
50
ALUMINIMUM LUG 240 SQMM
16
1440
90
ALUMINIMUM LUG 400 SQMM
20
2600
130
ALUMINIMUM LUG 70 SQMM
4
160
40
D.D. WIRE 70 qs mm
30
2700
90
EARTHING OF 250 KVA T/F WITH G.I. PIPE
2
24000
12000
EARTHING ROD COMPLET.
2
1844
922
L.T. CABLE 1X240 SQ MM
154
37422
243
L.T. CABLE 3.50X400 SQ M.
60
97860
1631
M.S. BOLT AND NUTS OFF SIZE WITH WASHER
9.89
2137
216
MS CHANNEL 100X50X2240 MM.
6
4956
826
PVC TAPE
4
444
111
S.T. POLE 11 MTR LONG
2
44534
22267
SERVICE CLAMP FOR ROUND POLE
12
4368
364
STAY SET COMPLETE.
2
4314
2157
T/F BUSHING CONNECTOR OF COPPER STRIP
4
3600
900
Labour , Cartage & Errection Charges and Dismentaling of existing T/F
17053.06
17053
1
Dismentling and Cartage from site to store Charges 7% (Other Misclenous Charges)
17053.06
17053
1
Charges for Shifting & installation of existing transformer on new DP
10000
10000
1
Installation of 250KVA Transformer on DP for the Shifting of 1 630 KVA Transformer
1
-
-
11 KV D.O. FUSE SETS
3
10392
3464
11 KV TPMO
3
22716
7572
250 KVA T/F
3
1826895
608965
ALUMINIMUM LUG 120 SQMM
12
600
50
ALUMINIMUM LUG 240 SQMM
48
4320
90
ALUMINIMUM LUG 400 SQMM
60
7800
130
ALUMINIMUM LUG 70 SQMM
11
440
40
D.D. WIRE 70 qs mm
90
8100
90
EARTHING OF 250 KVA T/F WITH G.I. PIPE
6
72000
12000
EARTHING ROD COMPLET.
6
5532
922
L.T. CABLE 3.50X240 SQ MM
90
85050
945
L.T. CABLE 3.50X400 SQ M.
89
145159
1631
M.S. BOLT AND NUTS OFF SIZE WITH WASHER
28.56
6168
216
MS CHANNEL 100X50X2240 MM.
18
14868
826
PVC TAPE
6
666
111
S.T. POLE 11 MTR LONG
6
133602
22267
SERVICE CLAMP FOR ROUND POLE
36
13104
364
STAY SET COMPLETE.
5
10785
2157
T/F BUSHING CONNECTOR OF COPPER STRIP
12
10800
900
Labour , Cartage & Errection Charges and Dismentaling of existing T/F @ 7%
166529.86
166529
1
Dismentling and Cartage from site to store Charges 7% (Other Misclenous Charges)
166529.86
166529
1
Road 2 (R2)
1
-
-
Part - A Civil Works (Excluding GST)
1
-
-
[A] Bill No. 1 - Site Clearance / Dismantling
1
-
-
Clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
2300
11500
5
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of E-I-C. (By Mechanical means).
1
-
-
i) Cement Concrete
20.21
13320
659.1
ii) Reinforced cement concrete/ R.B.
100
93600
936
Dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical specification Clause 202. Bituminous / Granular Courses (By Mechanical means)
552
170728
309.29
Taking out existing CC interlocking pavers block from footpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 m lead as per direction of Engineer- in- charge (Dismantling of any interlocking material)
4600
367345
79.86
Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap.
60
34911
581.86
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including T&P, Earthwork and Dismantling of Masonry Works.
1
-
-
(i) Up to 600 mm dia
5
6391
1278.2
Removal of telephone / Electric poles / Street light / Lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately
75
15082
201.1
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. Note- Item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
652
241761
370.8
Dewatering using 10HP to 70HP diesel engine pump set including Hire charges, cost of Diesel, Engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (Hire charges for Diesel Pump set for 10 HP)
10
1000
100
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m
2932.5
349554
119.2
Removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305
1
-
-
i) Lead upto 1000 M
5658
687447
121.5
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.
1
-
-
Mechanical Means (Depth upto 1.5 m)
1
-
-
i) Excavation
4140
662400
160
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
1414.5
123485
87.3
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method)
1
-
-
i) For Grading-I Material
1006.25
1511055
1501.67
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (G-1) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Plant Mix Method)
172.5
581154
3369.01
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Tack Coat on Bituminous surfaces )
18975
447999
23.61
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading 2)
431.25
4222864
9792.15
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 aggregat aggregate 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 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
-
-
Concrete of M40 grade with minimum cement content of 390 kg /cum
48
385142
8023.8
M.S. (TOR steel or plain) in plain work such as RCC or RB work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. Excluding GST (SOR-504).
28.8
178560
6200
Providing and laying Porous hot bituminous mix as per grading of IRC SP 125 2019 with Drum/batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, tandem rollers to achieve the desired compaction as per MORTH specification clause No 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full-depth grouting for CGBM layer
569.25
10907968
19162
Sand Filling in Foundation Trenches as per Drawing & Technical Specification and as per direction of Engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.)
276
430824
1560.96
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (PCC below all paving area, Kerb Channel, Road edge kerb, Table top, Property edge beam)
460
2346000
5100
Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
7445
5568115
747.9
Supply and fixing of Tactile indicators made from SS-304 grade stainless steel. Warning Tactile indicator Shall be installed on the walking surface in a raised grid pattern of dots or stud. Minimum 36 studs to be placed in 300X300 mm area. Dimensions - 35mm Outer Dia x25mm Inner Dia, Stem Dia 8mmx12mm, Weight - 28grm. All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property, all complete as per direction of Engineer-in-charge.
200
8350
41.75
Supply & fixing of Tactile indicators made from SS-304 grade stainless steel. Directorial Tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. Min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300X300 mm area. Dimensions-280mm L x 35mm W x 4.5mm, Stem Dia 8mmx12mm, Weight - 250grm All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property., all complete as per direction of Engineer-in-charge.
250
48550
194.2
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 colors 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
690
1023225
1482.94
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (DSR-11.20)
3450
3555121
1030.47
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 75mm 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. (Saucer drain along the road edge, Curved Kerbs at Property Entry/Exit, Curved Kerbs at side roads)
690
283141
410.35
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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
690
5131140
7436.44
Supply and fixing of Bollard made from mild steel with CNC machine finishing with 140mm outer diameter , thickness of 3mm r and 1100mm Height . Expose height 900mm from above Ground level and fixed the remaining 200mm below the GL. three number of circular rib of R06mm radius are provided at the top . The whole product is power coated black color as per standard recommendation of Engineer. For fixing the Bollards with M10 cement concrete footing of minimum dimension 20cmx20cmx20cm,with base plate, anchor rods complete, all complete as per direction of Engineer-in-charge.
766
2420560
3160
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm 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 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm 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 for day 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 i/c 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 maintenance 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 EngineerinCharge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).(DSR 2023-16.81)
80
202242
2528.03
Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic
350
170800
488
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 Acrylonitrile) or HIPS (High-impact Polystyrene) or Acrylonitrile Butadiene 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 D4260. The Reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methacrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $Q.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, labor, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge,
1
-
-
RPM With Shank
980
317520
324
Solar Power Road Marker The solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4280. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +55 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labor, equipment's, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge
350
943250
2695
Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on New Work - Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control
1
-
-
Up to 10 Cm in width
300
28800
96
Over 10 Cm in width
200
22600
113
M.S. or Iron work of heavy sizes section such as Trusses, built up gates, record racks, roof work, gates etc. Including rivetting or welding where necessary. Excluding GST (S.I.No-503)
2700
178200
66
Painting of M.S. Grill with enamul paint etc all complete work. (S.I. 15.15 new item no.)
5400
518400
96
Providing and applying 5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
1025
1126747
1099.27
Providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting type-IV vide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm *6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm* 45cm*60 cm, 60 cm below ground level as per the approved drawing. The retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors 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 be also obtained from Indian condition within 3 years of launching of product by the manufacturing abroad. Alternatively, a certificate conforming to ASTM specification (D4956-09) on Artificial accelerated weathering requirement 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 3 years outdoor weathering of the sheeting as per IRC 67:2012 . Legends, letters, numerals, and borders etc. should be as per MoRT&H specification 801.3.7. Proof of the same in form of government reports shall be uploaded while quoting tender.
1
-
-
90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm)
5
31380
6276
60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm)
2
10112
5056
60 cm circular with diffinitation plate size (20cm x 60 cm)
2
11154
5577
80mm x 60mm rectangular with diffinitation plate size (20cm x 60 cm)
3
22815
7605
60 mm x 45 mm rectangular with diffinitation plate size (20cm x 60 cm)
4
21784
5446
60cm x 60cm square with diffinitation plate size (20cm x 60 cm)
2
12742
6371
95 cm high octagon
4
38276
9569
Direction and place Identification signs up to 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorized sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color 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 (D4956-09) 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 MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete.
10
132850
13285
Direction and place Identification signs with size more than 0.90 sqm size Board
Providing and erecting direction and place identification retro-reflectorized sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color 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 (D4956-09) 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 MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete.
10
139410
13941
Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC :67
3
41421
13807
Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge. (Model No. OZUF-DBBO-LID, Make-Ozone/ Jindal/ J.C.Decaux or equivalent)-as per market rates
6
57000
9500
Providing and fixing sitting Benches, fiber strip + castIron of size 1500mm X 500mm in brushed / roughfinish and cut shape all completed as per directions of in engineer-in- charge
8
110400
13800
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.(PCC below pipe of Storm water, Sewer, Water, Inspection chamber for storm water, telecom chamber, power chamber and sewer)
276
1407600
5100
Providing and laying Non Pressure NP-3 class (Medium 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 (Storm water, sewer)
1
-
-
600 mm dia RCC pipes
2300
5749813
2499.92
Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicone in inner layer for ICT fiber cables conforming to ASTM F 2160, ASTM D 2444 and /or equivalent Indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The color of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation. Outer sheet thickness shall be 1.2mm +/- 0.2mm. The inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm +/- 0.3mm. ISO Requirements- ISO 9001, 14001, 18001, complete as per specifications and directions of Engineer-in-charge. (7 way multi utility duct for OFC)
4600
3450000
750
Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 110mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35 km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and all complete as per direction of Engineer-in-charge. - For depth up to 2m - 90mm to 110mm dia (OD) HDPE pipe (From chamber to properties for OFC/telecom , Power )
150
37500
250
RCC Grade M20 using batching plant transit mixer & manual placing ( Side wall, bottom slab for all inspection chamber i.e. storm water, telecom, power, sewer, water)
20
145848
7292.41
Sewer: recessed double seal red 261 DSRH – 800 x 800mm DI manhole cover and frame in D400 load class , as per BS EN 124 , black bitumen paint , all complete as per direction of Engineer-in-charge.(For Existing Manholes)
10
173250
17325
Supply and installation on site - Storm water: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber)
10
198400
19840
Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For power chamber)
10
153600
15360
Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For telecom chamber)
10
198400
19840
FRP for chambers
1
-
-
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cementmortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : DSR 2023
1
-
-
0.91 m to 1.67 m deep with S.F.R.C. cover and frame (heavy duty,HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
1
-
-
19.9.1.1 With common burnt clay bricks of class designation 7.5 F.P.S. (non modular)
10
149328
14932.84
Restoration of water pipeline in case of damage
45
99000
2200
Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications.
2300
141266
61.42
Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment).
1380
559576
405.49
Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment)
575
196816
342.29
Mixing earth and manure in specified proportion or as directed.
1380
53971
39.11
Rough dressing the trenched ground including breaking the clods.
2300
3703
1.61
Fine dressing the ground
2300
9108
3.96
Spreading of mixed good earth and manure in specified proportions as above and in required thickness.
1380
77293
56.01
Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
2300
12052
5.24
Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge
1380
129209
93.63
Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.
200
97658
488.29
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,
sides of foundation etc. complete.
200
149918
749.59
Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.
150
10432
69.55
Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge.
50
2140
42.8
Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.
200
12840
64.2
Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
250
200625
802.5
Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
100
42800
428
Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..
100
24075
240.75
Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge..
300
32100
107
Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty
shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge..
250
5350
21.4
Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
250
5350
21.4
Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of
Poly bags & as per direction of the officer-in-charge.
200
3210
16.05
Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..
200
4280
21.4
Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.
200
6420
32.1
Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
100
36851
368.51
Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
100
223900
2239
5 year maintainance cost @2.5% of items as per directions of Engineer-in-charge
2772000
2772000
1
Street Light Works (Excluding GST)
1
-
-
Making Connection of Each Street Light by S/L 1.5 Sqmm FRLSH Copper wire Complete as per Direction of Engineer In Charge (MR)
92
107640
1170
S/F of 2.5 mm sq copper connected PVC insulated 2-core unarmoured cable.
40
1800
45
Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect.
2
416000
208000
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 single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P complete in all respect
92
1921880
20890
Supply & Laying of 63 mm Dia (OD-63 mm & ID- 51 mm Nominal) 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 & refilling the trench but excluding sand cushioning & protective covering etc, complete as required.
2780
686660
247
Supply and burrying of 75 mm Dia 1 Mtrs. Long Electrode casted with maintenance free, conductive concrete, non corrosive mixture ( Ultra low Resistive carbon 0.001 ohm/Mtr) in the ratio of 3:1:1 (marconite : cement : water) on M.S. Rod wiih hole (16 mm diameter X3 Mtrs ) will be vertically installed for earthing with 1 Mtr G.I strip (25 mm X 2.5mm) connected with SS nut bolt. The earth electrode will be installed into the 100 mm pit up to 3000 mm depth. noraml soil will be used as backfill material. Make : As approved in U.P.P.W.D & C.P.R.I. Certified.
94
662700
7050
Supply and fixing for automatic street light cubical control Juction Box painted with anti-corrosive alkali and acid proof pait consisting of 6 Amps MCB (B - Curve) complete in all respect
92
101200
1100
Supply and fixing of 16 sq.mm 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.
860
18060
21
Supply and Fixing of 32 Amp 5P MCB (10KA) C curve
2
520
260
Supply and fixing of 40 Amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.
2
35600
17800
Supply and fixing of 40 Amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.
4
117200
29300
Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 170 to 200 Watt. Confirming to IP 66 protection complete in all respect.
12
273000
22750
Supply and fixing 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 respect. Cat: AAA
92
966000
10500
Supply and fixing of single unit LED aviation obstruction light complete with transformer and LED spiral etc complete in all respect.. CAT AAA (SOR-409)
2
7890
3945
Supply and Fixing SP of Reflecting Red Colour Strip & Pole Numbering
94
51418
547
Supply and laying of 16 sq.mm. 4 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
2850
977550
343
Supply and laying of 32 mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect.
14
2100
150
Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required.
2700
137700
51
Part - B Utility Shifting (Including GST)
1
-
-
Converstion of LT Overhead Line by Underground LT Line
1
-
-
6 SWG G.I. wire for earthing along cables.
130
10270
79
Aluminium Crimping Lugs 150 sqmm (2)
160
5600
35
Aluminium Crimping Lugs 240sqmm
110
7700
70
Aluminium Crimping Lugs 400sqmm
80
7200
90
Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x150 Sqmm. LT Cable.
72
108000
1500
Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x240 Sqmm. LT Cable.
66
145200
2200
Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x400 Sqmm. LT Cable
16
48000
3000
carriage , Laying of 3.5Cx240/150 sq.mm size LT XLPE insulated cable underground in HDPE pipe dia 110 mm.
4930
5669500
1150
carriage , Laying of 3.5Cx400 sq.mm size LT XLPE insulated cable underground in HDPE pipe dia 160 mm.
1395
2162250
1550
carriage , Laying of 3.5CX70 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 75mm dia.
3712
3303680
890
Earthing MS earthing rod 2540x20 mm
128
64384
503
Electronic KWH Meter 1PX2W with Box. For single phase consumer
1600
1798400
1124
Electronic KWH Meter 3PX4W Static meter with Box.For three phase consumer
80
173440
2168
G.I. STRIP 25X6 MM
149.77
13479
90
Lockable distribution boxes of size 450X400mm with bus bar 100 Amp. TPN to feed upto 10 houses (Type C)
78
193830
2485
LT XLPE insulated cable of size 3.5x150 sqmm.
1950
1283100
658
LT XLPE insulated cable of size 3.5x240 sqmm.
3210
3033450
945
LT XLPE insulated cable of size 3.5x400 sqmm.
1450
2364950
1631
LT XLPE insulated cable of size 3.5x70 sqmm.
3920
1176000
300
LT XLPE Insulated,Unarmoured Aluminium Single Core Cable,1x240sq. mm.Size
120
29160
243
LT XLPE Insulated,Unarmoured Aluminium Single Core Cable,1x400 sq. mm.Size
90
36000
400
MAIN LT PANEL AT SUB STATION- 250 KVA (Type A-2)
Incomer- 1 No. 630 Amp. TP MDO ACB with Inbuilt MPR Release with On/Off Indicating Light
Metering on Incomer - 1 Set of Digital Ammeter with ASS - 1 Set of Digital Voltmeter with VSS - 1 Set of LED type Phase Indicating Light (22.5 mm.) with Control MCBs
Outgoing - 5 Set of 250 Amp. TP MCCB with Spreader & Extended handle - 2 Set of 100 Amp. TP MCCB with Spreader & Extended handle
(Installation of LT Distribution Boards for LT underground system (Type-A, B & C))
16
2120240
132515
Outdoor type feeder pillar panel to be made of 2 mm CRCA sheet and covers will be 1.6mm CRCA sheet duly powder coated paint with 300 amps Al. busbar. (Type-B3)
Incomer - 100 Amp. TP MCCB - 1 No.
Outgoing - 63 Amp. TP MCCB - 4 Nos.Installation of LT Distribution Boards for LT underground system (Type-A, B & C)
34
1164432
34248
PVC PIPE 32 MM DIA
3200
96000
30
PVC PIPE 50 MM DIA
400
20000
50
XLPE LT Service armoured Cable for single phase,2x6 sq. mm.(PVC armoured Consumer Service Cable)
2800
126000
45
XLPE LT Service armoured Cable for three phase,4x10 sq. mm.(PVC armoured Consumer Service Cable)
400
48000
120
XLPE LT Service armoured Cable for three phase,4x16 sq. mm.(PVC armoured Consumer Service Cable)
250
37500
150
XLPE LT Service armoured Cable for three phase,4x25 sq. mm.(PVC armoured Consumer Service Cable)
150
31950
213
CARTAGE , ERECTION AND DISMENTLING CHARGES 22% OF MATERIALS COST
3212428.12
3212428
1
Conversion of 11KV Overhead/Underground Line by 11KV Line Underground
1
-
-
11 Kv cable jointing kit size 3x185 sq.mm XLPE O/D
40
217560
5439
11 Kv cable jointing kit size 3x185 sq.mm XLPE S/T
4
39836
9959
11 Kv cable size 3x185 sq.mm XLPE
7140
7739760
1084
Bracing angle 65x65x6x2700 mm with clamp
10
25710
2571
carriage , Laying of 3X185 sq.mm size 11 KV XLPE insulated cable underground in HDPE pipe dia 160 mm.
2410
5567100
2310
Clamp for fixing pipe to pole
40
4440
111
Danger board & clamp with bolts & nuts
20
3200
160
Earthing complete
20
18440
922
G.I pipe 4" dia
120
222000
1850
G.I. barbed wire
40
4080
102
Grouting of ST pole
20
18840
942
Grouting of Stay set
8
3600
450
MS Nut & Bolt
35
7560
216
Number plates with Clamp
20
8600
430
Painting of STP incuding paints (2 ltr red oxide and 2 Ltr Alluminum Paint for each pole.)
20
17000
850
S.T. pole 11 Mtr long
20
445340
22267
Service clamp O/S
80
18480
231
Stay complete
8
17256
2157
TOP channel 100x50x2240 mm
30
24780
826
CARTAGE , ERECTION AND DISMENTLING CHARGES 22% OF MATERIALS COST
1935349.24
1935349
1
Conversion of 33KV Overhead/ Underground Line by 33KV Line underground
1
-
-
33 KV cable jointing kit 3X300 SQ MM outdoor
8
166936
20867
33 KV cable jointing kit 3X300 SQ MM Straight Through
2
86916
43458
Bracing angle 65x65x6x4300 mm with clamp
3
8250
2750
Cable Al. 3x300 sq.mm. XLPE 33 KV
1380
3200220
2319
carriage , Laying of 3X300 sq.mm size 33 KV XLPE insulated cable underground in HDPE pipe dia 220 mm.
600
1794000
2990
Clamp for fixing pipe to pole
12
1332
111
Daner board barbed wire includin jumpering
6
2766
461
Danger board & clamp with bolts & nuts
6
960
160
Earthing of pole by MS earthing rod of 20X2500 mm & 6 SWG earthing wire etc.
8
7376
922
G.I pipe 6" dia
36
66600
1850
Grouting of ST pole
6
5652
942
Grouting of Stay set
4
1800
450
M.S. Nut & Bolt with washer
9
1944
216
M.S.Top channel 100x50x2240 mm
9
7434
826
Number plates with Clamp
6
2580
430
Painting of STP incuding paints (2 ltr red oxide and 2 Ltr Alluminum Paint for each pole.)
6
5100
850
Service clamp O/S
12
2772
231
Stay complete (Stay rod 16X1800mm, Stay wire 5 KG„ Stay clamp, Boult & nut with grouting
4
8628
2157
STP 11 M-IS 410 SP-55
6
133602
22267
CARTAGE , ERECTION AND DISMENTLING CHARGES 22% OF MATERIALS COST
813629.52
813629
1
Installation of 250KVA Transformer on DP for the Shifting of 1 400 KVA Transformer
1
-
-
11 KV D.O. FUSE SETS
2
6928
3464
11 KV TPMO
2
15144
7572
250 KVA T/F
2
1217930
608965
ALUMINIMUM LUG 120 SQMM
8
400
50
ALUMINIMUM LUG 240 SQMM
32
2880
90
ALUMINIMUM LUG 400 SQMM
40
5200
130
ALUMINIMUM LUG 70 SQMM
8
320
40
D.D. WIRE 70 qs mm
60
5400
90
EARTHING OF 250 KVA T/F WITH G.I. PIPE
4
48000
12000
EARTHING ROD COMPLET.
6
5532
922
L.T. CABLE 3.50X240 SQ MM
77
72765
945
L.T. CABLE 3.50X400 SQ M.
60
97860
1631
M.S. BOLT AND NUTS OFF SIZE WITH WASHER
20.18
4359
216
MS CHANNEL 100X50X2240 MM.
12
9912
826
PVC TAPE
4
444
111
S.T. POLE 11 MTR LONG
4
89068
22267
SERVICE CLAMP FOR ROUND POLE
24
8736
364
STAY SET COMPLETE.
4
8628
2157
T/F BUSHING CONNECTOR OF COPPER STRIP
8
7200
900
Labour , Cartage & Errection Charges and Dismentaling of existing T/F 7%( A)
112469.47
112469
1
Dismentling and Cartage from site to store Charges 7% (A)(Other Misclenous Charges)
112469.47
112469
1
Installation of 250KVA Transformer on DP for the Shifting of 1 630 KVA Transformer
1
-
-
11 KV D.O. FUSE SETS
3
10392
3464
11 KV TPMO
3
22716
7572
250 KVA T/F
3
1826895
608965
ALUMINIMUM LUG 120 SQMM
12
600
50
ALUMINIMUM LUG 240 SQMM
48
4320
90
ALUMINIMUM LUG 400 SQMM
60
7800
130
ALUMINIMUM LUG 70 SQMM
12
480
40
D.D. WIRE 70 qs mm
90
8100
90
EARTHING OF 250 KVA T/F WITH G.I. PIPE
6
72000
12000
EARTHING ROD COMPLET.
6
5532
922
L.T. CABLE 3.50X240 SQ MM
89
84105
945
L.T. CABLE 3.50X400 SQ M.
88
143528
1631
M.S. BOLT AND NUTS OFF SIZE WITH WASHER
30
6480
216
MS CHANNEL 100X50X2240 MM.
18
14868
826
PVC TAPE
6
666
111
S.T. POLE 11 MTR LONG
6
133602
22267
SERVICE CLAMP FOR ROUND POLE
36
13104
364
STAY SET COMPLETE.
6
12942
2157
T/F BUSHING CONNECTOR OF COPPER STRIP
12
10800
900
Labour , Cartage & Errection Charges and Dismentaling of existing T/F @ 7%
166525.1
166525
1
Dismentling and Cartage from site to store Charges 7% (Other Misclenous Charges)
166525.1
166525
1
Road 3 (R3)
1
-
-
Part - A Civil Works (Excluding GST)
1
-
-
[A] Bill No. 1 - Site Clearance / Dismantling
1
-
-
Clearing grass and removal of rubbish upto a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
1380
6900
5
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 60 metres as per instructions of E-I-C. (By Mechanical means).
1
-
-
i) Cement Concrete
12.81
8443
659.1
ii) Reinforced cement concrete/ R.B.
50
46800
936
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of brick masonry/rubble masonary/tiles, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Technical Specification Clause 202. (By Mechanical means).
1
-
-
iii) Dry brick pitching / soling work
345
73140
212
Dismantling of flexible pavements and disposal of dismantled material up to a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical specification Clause 202. Bituminous / Granular Courses (By Mechanical means)
303.6
93900
309.29
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres by Mechanical means.
1
-
-
D) Steel Work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet (including dismembering).
1
1553
1553.6
Taking out existing CC interlocking pavers block from footpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 m lead as per direction of Engineer- in- charge (Dismantling of any interlocking material)
875
69875
79.86
Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap.
20
11637
581.86
(i) Up to 600 mm dia
5
6391
1278.2
Removal of telephone / Electric poles / Street light / Lamp post including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately
45
9049
201.1
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. Note- Item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
698.6
259040
370.8
Dewatering using 10HP to 70HP diesel engine pump set including Hire charges, cost of Diesel, Engine oil, pump operator, labor charges, conveyance of pump set and fuel to site and back, loading, unloading and any other incidental charges etc., complete. (Hire charges for Diesel Pump set for 10 HP)
20
2000
100
[B] Bill No. 2 - Earthworks
1
-
-
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000m
2001
238519
119.2
Removal of unserviceable soil including excavation loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 305
1
-
-
i) Lead upto 1000 M
3588
435942
121.5
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.
1
-
-
Mechanical Means (Depth upto 1.5 m)
1
-
-
i) Excavation
2484
397440
160
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
897
78308
87.3
[C] Bill no. 3 - Development of Carriageway
1
-
-
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method)
1
-
-
i) For Grading-I Material
1949.25
2927130
1501.67
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (G-1) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (Plant Mix Method)
207
697385
3369.01
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Tack Coat on Bituminous surfaces )
11385
268799
23.61
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 505 complete in all respects. (Dense Graded Bituminous Macadam Grading 2)
569.25
5574181
9792.15
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 aggregat aggregate 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 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
-
-
Concrete of M40 grade with minimum cement content of 390 kg /cum
31.5
252749
8023.8
M.S. (TOR steel or plain) in plain work such as RCC or RB work including binding for proper shape and including supply of steel and its wastage bend, hooks and authorized overlapping shall be measured and including cost of binding wire. Excluding GST (SOR-504).
20.48
126976
6200
Providing and laying Porous hot bituminous mix as per grading of IRC SP 125 2019 with Drum/batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, tandem rollers to achieve the desired compaction as per MORTH specification clause No 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full-depth grouting for CGBM layer
341.55
6544781
19162
[D] Bill No. 4 - Pedestrian Infrastructure (Footpath)
1
-
-
Sand Filling in Foundation Trenches as per Drawing & Technical Specification and as per direction of Engineer-in-charge. (including beneath all paver blocks, cobble areas for levelling purpose, etc.)
165.6
258494
1560.96
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (PCC below all paving area, Kerb Channel, Road edge kerb, Table top, Property edge beam)
276
1407600
5100
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (by mix in place method)
1
-
-
i) For Grading-I Material
276
414460
1501.67
Providing and laying Stamp Concrete of M 30 grade of concrete for a minimum thickness 100 mm. Broadcasting the concrete surface with selected UV resistant color hardeners of desired shade, application of powder or liquid colour enhancing release agents, stampng the concrete with desired patterns with the use of PU or rubber mats followed by application of a coat of Acrylic /PU sealer etc. complete including tool and tackles to provide durable, wear resistant, uniformed coloured and stamped concrete all complete as per Engineer-in-charge.
900
1452600
1614
Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required color and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
4830
3612357
747.9
Supply and fixing of Tactile indicators made from SS-304 grade stainless steel. Warning Tactile indicator Shall be installed on the walking surface in a raised grid pattern of dots or stud. Minimum 36 studs to be placed in 300X300 mm area. Dimensions - 35mm Outer Dia x25mm Inner Dia, Stem Dia 8mmx12mm, Weight - 28grm. All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property, all complete as per direction of Engineer-in-charge.
320
13360
41.75
Supply & fixing of Tactile indicators made from SS-304 grade stainless steel. Directorial Tactile indicator shall be installed on walking surface, consisting of a series of raised bar/strip. Min 4 bars/strip to be placed in direction perpendicular to distance of travel in 300X300 mm area. Dimensions-280mm L x 35mm W x 4.5mm, Stem Dia 8mmx12mm, Weight - 250grm All the indicator will be installed into correctly drilled holes and place any suitable adhesive, All the indicators shall be aligned property., all complete as per direction of Engineer-in-charge.
200
38840
194.2
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 colors 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
414
613935
1482.94
Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (DSR-11.20)
2346
2417482
1030.47
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 75mm 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. (Saucer drain along the road edge, Curved Kerbs at Property Entry/Exit, Curved Kerbs at side roads)
1380
566283
410.35
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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
414
3078684
7436.44
Supply and fixing of Bollard made from mild steel with CNC machine finishing with 140mm outer diameter , thickness of 3mm r and 1100mm Height . Expose height 900mm from above Ground level and fixed the remaining 200mm below the GL. three number of circular rib of R06mm radius are provided at the top . The whole product is power coated black color as per standard recommendation of Engineer. For fixing the Bollards with M10 cement concrete footing of minimum dimension 20cmx20cmx20cm,with base plate, anchor rods complete, all complete as per direction of Engineer-in-charge.
570
1801200
3160
Brick Masonry Work in Cement Mortar 1:4 (1Cement: 4 Coarse Sand) in Foundation complete with Cement Concrete Bricks procured from C&D Waste Recycling Plant Baswar excluding Pointing and Plastering, as per Drawing and Technical Specifications.
14.9
75960
5098
Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 finerness modulus. SOR 2022 SI no 574
120
23640
197
[G] Bill No. 7 - Traffic Signs, Markings and Other Road Appurtenances
1
-
-
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm 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 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm 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 for day 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 i/c 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 maintenance 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 EngineerinCharge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).(DSR 2023-16.81)
70
176962
2528.03
Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic
360
175680
488
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 Acrylonitrile) or HIPS (High-impact Polystyrene) or Acrylonitrile Butadiene 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 D4260. The Reflective panels shall consist, of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methacrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably ba 5+/.5 degree lo base and the area of each retro -reflecting surface shall not be less than 13.00 $Q.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, labor, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge,
1
-
-
RPM With Shank
600
194400
324
Solar Power Road Marker The solar studs shall be made of aluminum alloy and polycarbonate material which shall be absolutely weather resistant and strong enough to support to load of 13,635 kg tested in accordance with ASTM D4280. Its color may be white, red, yellow, green or blue or combination as directed by the Engineer. Its water resistance shall meet the requirements of IP 65 in accordance with IS: 12063:1987 category 2 for the protection against water ingress. The dimensions of solar studs shall not be less than 100 mm * 100 mm * 10 mm. It shall have super bright LEDs so as the provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperature range of -40 degree C to +55 degree C. Its life shall be not less than 3 Years. The rate shall include all material, labor, equipment's, fabrication, transportation erection, installation and incidentals all complete as per direction of the engineer-in-charge
100
269500
2695
Painting Lines, Dashes, Arrows etc. on Roads in Two Coats on New Work - Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control
1
-
-
Up to 10 Cm in width
200
19200
96
Over 10 Cm in width
170
19210
113
M.S. or Iron work of heavy sizes section such as Trusses, built up gates, record racks, roof work, gates etc. Including rivetting or welding where necessary. Excluding GST (S.I.No-503)
2760
182160
66
Painting of M.S. Grill with enamul paint etc all complete work. (S.I. 15.15 new item no.)
5520
529920
96
Providing and applying 5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
570
626581
1099.27
Providing and fixing of retro- reflectorized cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting type-IV vide clause 801.3, 2mm thick aluminum sheeting, 1.5 mm thick supported on mild steel angle iron post 75mm* 75mm *6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm* 45cm*60 cm, 60 cm below ground level as per the approved drawing. The retroreflective sheeting shall be tested for a certificate of having the sheeting coefficient of retro reflection, daytime, color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoors 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 be also obtained from Indian condition within 3 years of launching of product by the manufacturing abroad. Alternatively, a certificate conforming to ASTM specification (D4956-09) on Artificial accelerated weathering requirement 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 3 years outdoor weathering of the sheeting as per IRC 67:2012 . Legends, letters, numerals, and borders etc. should be as per MoRT&H specification 801.3.7. Proof of the same in form of government reports shall be uploaded while quoting tender.
1
-
-
90 cm equilateral triangle with diffinitation plate size (20cm x 60 cm)
4
25104
6276
60 cm equilateral triangle with diffinitation plate size (20cm x 60 cm)
2
10112
5056
60 cm circular with diffinitation plate size (20cm x 60 cm)
2
11154
5577
80mm x 60mm rectangular with diffinitation plate size (20cm x 60 cm)
2
15210
7605
60 mm x 45 mm rectangular with diffinitation plate size (20cm x 60 cm)
2
10892
5446
60cm x 60cm square with diffinitation plate size (20cm x 60 cm)
2
12742
6371
95 cm high octagon
4
38276
9569
Direction and place Identification signs up to 0.90 sqm size Board Providing and erecting direction and place identification retro-reflectorized sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color 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 (D4956-09) 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 MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area not exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60cm., below ground level as per approved drawing, complete.
10
132850
13285
Direction and place Identification signs with size more than 0.90 sqm size Board
Providing and erecting direction and place identification retro-reflectorized sign as per IRC-67 made of high intensity grade sheeting The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime color 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 (D4956-09) 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 MoRT&H specification No-801.3.7. Sheet fixed over aluminum sheeting 2 mm thick with area exceeding 0.9 sqm. Supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of property designed foundation with M-15 grade cement concrete 45x45x60 cm below ground level as per approved drawing, complete.
5
69705
13941
Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans & as per IRC :67
2
27614
13807
Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stations etc.with civil work including all necessary T&P etc all complete in direction of engineer in charge. (Model No. OZUF-DBBO-LID, Make-Ozone/ Jindal/ J.C.Decaux or equivalent)-as per market rates
8
76000
9500
Providing and fixing sitting Benches, fiber strip + castIron of size 1500mm X 500mm in brushed / roughfinish and cut shape all completed as per directions of in engineer-in- charge
10
138000
13800
[H] Bill no. 8 - Utility and street light cabling
1
-
-
Cement concrete with 40mm gauge approved stone ballast, coarse sand and cement in proportion of 8:4:1 including supply of all materials, labour, tools & plants etc. required for proper completion of the work. Excluding GST (S.I. No. 281)
165.6
811440
4900
Providing and laying Non Pressure NP-3 class (Medium 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 (Storm water, sewer)
1
-
-
600 mm dia RCC pipes
1380
3449887
2499.92
Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicone in inner layer for ICT fiber cables conforming to ASTM F 2160, ASTM D 2444 and /or equivalent Indian standard. External Sheath shall be in Orange Color and shall be free from visual defects like blisters, shrink holes, flaking, scratches, groove lines & surface roughness. The color of the 7 nos. PLB HDPE ducts shall be Green, blue, yellow, Brown, violet, Grey , Red for differentiation. Outer sheet thickness shall be 1.2mm +/- 0.2mm. The inner surface of the multi channel ducts shall be spirally ribbed & shall be of a configuration for faster installation of cables. Wall thickness(mm) of each of the ducts Excluding rib height shall be 2.9mm +/- 0.3mm. ISO Requirements- ISO 9001, 14001, 18001, complete as per specifications and directions of Engineer-in-charge. (7 way multi utility duct for OFC)
2760
2070000
750
Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 110mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35 km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and all complete as per direction of Engineer-in-charge. - For depth up to 2m - 90mm to 110mm dia (OD) HDPE pipe (From chamber to properties for OFC/telecom , Power )
250
62500
250
RCC Grade M20 using batching plant transit mixer & manual placing ( Side wall, bottom slab for all inspection chamber i.e. storm water, telecom, power, sewer, water)
10
72924
7292.41
Sewer: recessed double seal red 261 DSRH – 800 x 800mm DI manhole cover and frame in D400 load class , as per BS EN 124 , black bitumen paint , all complete as per direction of Engineer-in-charge.(For Existing Manholes)
10
173250
17325
Supply and installation on site - Storm water: Recessed Double Seal RED 042 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint, all complete as per direction of Engineer-in-charge. (Recessed manhole cover for every storm water chamber, sewer chamber)
20
396800
19840
Supply and installation on site - Power: (Large Access, Multi Part) Recessed Single Seal RED 324 SSRH – 3 * 900 x 600mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For power chamber)
5
76800
15360
Supply and installation on site - Telecom: Recessed Double Seal RED 261 DSRH – 800 x 800mm DI MANHOLE COVER & FRAME IN D400 LOAD CLASS , Black Bitumen Paint (For telecom chamber)
5
99200
19840
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cementmortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : DSR 2023
1
-
-
0.91 m to 1.67 m deep with S.F.R.C. cover and frame (heavy duty,HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
1
-
-
19.9.1.1 With common burnt clay bricks of class designation 7.5 F.P.S. (non modular)
20
298656
14932.84
Restoration of water pipeline in case of damage
20
44000
2200
[I] Bill no. 9 - Horticulture / Landscaping works
1
-
-
Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications.
2760
169519
61.42
Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment).
828
335745
405.49
Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment)
345
118090
342.29
Mixing earth and manure in specified proportion or as directed.
828
32383
39.11
Rough dressing the trenched ground including breaking the clods.
1380
2221
1.61
Fine dressing the ground
2760
10929
3.96
Spreading of mixed good earth and manure in specified proportions as above and in required thickness.
828
46376
56.01
Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.
2760
14462
5.24
Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge
2760
258418
93.63
Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.
150
73243
488.29
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth,
sides of foundation etc. complete.
150
112438
749.59
Providing and stacking of Nauclea cadamba (Kadam) of height 150-165 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.
80
5564
69.55
Providing and stacking of Nyctanthes arbor-tristis (Hasingar) of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge.
20
856
42.8
Providing and stacking of Terminalia arjuna of height 150-165 cm. in big polybags of size 25 cm as per direction of the officer-in-charge.
20
1284
64.2
Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
35
28087
802.5
Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
30
12840
428
Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge..
30
7222
240.75
Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge..
300
32100
107
Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty
shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge..
350
7490
21.4
Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
350
7490
21.4
Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of
Poly bags & as per direction of the officer-in-charge.
200
3210
16.05
Providing and stacking of Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..
200
4280
21.4
Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.
200
6420
32.1
Providing and displaying of Croton Petra Bangalore variety having ht. 60 cm to 75 cm with 4 to 6 branches, well developed, fresh and healthy colorful leaves in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge.
50
18425
368.51
Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.
100
223900
2239
5 year maintainance cost @2.5% of items as per directions of Engineer-in-charge
2174000
2174000
1
Street Light Works (Excluding GST)
1
-
-
Making Connection of Each Street Light by S/L 1.5 Sqmm FRLSH Copper wire Complete as per Direction of Engineer In Charge (MR)
56
65520
1170
S/F of 2.5 mm sq copper connected PVC insulated 2-core unarmoured cable.
40
1800
45
Supply & fixing of 12.5 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 310 mm base plate 25 mm thick suitable for wind velocity as per IS 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 luminaries & its control gear boxes 0.75 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, including making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect.
2
416000
208000
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 single arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P complete in all respect
56
1169840
20890
Supply & Laying of 63 mm Dia (OD-63 mm & ID- 51 mm Nominal) 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 & refilling the trench but excluding sand cushioning & protective covering etc, complete as required.
2280
563160
247
Supply and burrying of 75 mm Dia 1 Mtrs. Long Electrode casted with maintenance free, conductive concrete, non corrosive mixture ( Ultra low Resistive carbon 0.001 ohm/Mtr) in the ratio of 3:1:1 (marconite : cement : water) on M.S. Rod wiih hole (16 mm diameter X3 Mtrs ) will be vertically installed for earthing with 1 Mtr G.I strip (25 mm X 2.5mm) connected with SS nut bolt. The earth electrode will be installed into the 100 mm pit up to 3000 mm depth. noraml soil will be used as backfill material. Make : As approved in U.P.P.W.D & C.P.R.I. Certified.
58
408900
7050
Supply and fixing for automatic street light cubical control Juction Box painted with anti-corrosive alkali and acid proof pait consisting of 6 Amps MCB (B - Curve) complete in all respect
56
61600
1100
Supply and fixing of 16 sq.mm 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.
536
11256
21
Supply and Fixing of 32 Amp 5P MCB (10KA) C curve
2
520
260
Supply and fixing of 40 Amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.
2
35600
17800
Supply and fixing of 40 Amp. capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect.
3
87900
29300
Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 170 to 200 Watt. Confirming to IP 66 protection complete in all respect.
12
273000
22750
Supply and fixing 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 respect. Cat: AAA
56
588000
10500
Supply and fixing of single unit LED aviation obstruction light complete with transformer and LED spiral etc complete in all respect.. CAT AAA (SOR-409)
2
7890
3945
Supply and Fixing SP of Reflecting Red Colour Strip & Pole Numbering
58
31726
547
Supply and laying of 16 sq.mm. 4 core aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
2350
806050
343
Supply and laying of 32 mm x 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect.
9
1350
150
Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/termination with GI thimble etc. as required.
2200
112200
51
aPart - B Utility Shifting (Including GST)
1
-
-
Converstion of LT Overhead Line by Underground LT Line
1
-
-
6 SWG G.I. wire for earthing along cables.
400
31600
79
Aluminium Crimping Lugs 150 sqmm (1)
60
3000
50
Aluminium Crimping Lugs 240sqmm
92
6440
70
Aluminium Crimping Lugs 400sqmm
80
7200
90
Aluminium Crimping Lugs 70 sqmm
80
1200
15
Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x150 Sqmm. LT Cable.
48
72000
1500
Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x240 Sqmm. LT Cable.
26
57200
2200
Cable end termination using total double compression brass glands and crimping type Cu. Thimbles for 3.5x400 Sqmm. LT Cable
22
66000
3000
carriage , Laying of 3.5Cx150/240 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 110 mm dia.
2634
3029100
1150
carriage , Laying of 3.5Cx400 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 160 mm dia.
1190
1844500
1550
carriage , Laying of 3.5CX70 sq.mm size LT XLPE insulated cable underground in HDPE pipe size 75mm dia.
1930
1717700
890
Earthing MS earthing rod 2540x20 mm
34
17102
503
Electronic KWH Meter 1PX2W with Box. For single phase consumer
145
162980
1124
Electronic KWH Meter 3PX4W Static meter with Box.For three phase consumer
60
130080
2168
G.I. STRIP 25X6 MM
47.96
4316
90
Lockable distribution boxes of size 450X400mm with bus bar 100 Amp. TPN to feed upto 10 houses (Type C)
30
74550
2485
LT XLPE insulated cable of size 3.5x150 sqmm.
1060
697480
658
LT XLPE insulated cable of size 3.5x240 sqmm.
1720
1625400
945
LT XLPE insulated cable of size 3.5x400 sqmm.
1240
2022440
1631
LT XLPE insulated cable of size 3.5x70 sqmm.
2070
621000
300
LT XLPE Insulated,Unarmoured Aluminium Single Core Cable,1x240sq. mm.Size
120
29160
243
LT XLPE Insulated,Unarmoured Aluminium Single Core Cable,1x400 sq. mm.Size
120
48000
400
MAIN LT PANEL AT SUB STATION- 250 KVA (Type A-2)
Incomer- 1 No. 630 Amp. TP MDO ACB with Inbuilt MPR Release with On/Off Indicating Light
Metering on Incomer - 1 Set of Digital Ammeter with ASS - 1 Set of Digital Voltmeter with VSS - 1 Set of LED type Phase Indicating Light (22.5 mm.) with Control MCBs
Outgoing - 5 Set of 250 Amp. TP MCCB with Spreader & Extended handle - 2 Set of 100 Amp. TP MCCB with Spreader & Extended handle
(Installation of LT Distribution Boards for LT underground system (Type-A, B & C))
3
397545
132515
MAIN LT PANEL AT SUB STATION- 400 KVA (Type A-1)
Incomer- 1 No. 800 Amp. TP MDO ACB with Inbuilt MPR Release with On/Off Indicating Light
Metering on Incomer - 1 Set of Digital Ammeter with ASS - 1 Set of Digital Voltmeter with VSS - 1 Set of LED type Phase Indicating Light (22.5 mm.) with Control MCBs
Outgoing - 6 Set of 250 Amp. TP MCCB with Spreader & Extended handle - 2 Set of 100 Amp. TP MCCB with Spreader & Extended handle
(Installation of LT Distribution Boards for LT underground system (Type-A, B & C))
1
149806
149806
Outdoor type feeder pillar panel to be made of 2 mm CRCA sheet and covers will be 1.6mm CRCA sheet duly powder coated paint with 400 amps Al. busbar. (Type-B1)
Incomer - 250 Amp. TP MCCB - 1 No.
Outgoing - 63 Amp. TP MCCB - 6 Nos.Installation of LT Distribution Boards for LT underground system (Type-A, B & C)
8
395000
49375
PVC PIPE 32 MM DIA
1400
42000
30
PVC PIPE 50 MM DIA
500
25000
50
XLPE LT Service armoured Cable for single phase,2x6 sq. mm.(PVC armoured Consumer Service Cable)
1200
54000
45
XLPE LT Service armoured Cable for three phase,4x10 sq. mm.(PVC armoured Consumer Service Cable)
200
24000
120
XLPE LT Service armoured Cable for three phase,4x16 sq. mm.(PVC armoured Consumer Service Cable)
200
30000
150
XLPE LT Service armoured Cable for three phase,4x25 sq. mm.(PVC armoured Consumer Service Cable)
300
63900
213
CARTAGE , ERECTION AND DISMENTLING CHARGES 22% OF MATERIALS COST
1549927.06
1549927
1
Conversion of 11KV Overhead/Underground Line by 11KV Line Underground
1
-
-
11 Kv cable jointing kit size 3x185 sq.mm XLPE O/D
6
32634
5439
11 Kv cable jointing kit size 3x185 sq.mm XLPE S/T
2
19918
9959
11 Kv cable size 3x185 sq.mm XLPE
650
704600
1084
Bracing angle 65x65x6x2700 mm with clamp
2
5142
2571
carriage , Laying of 3X185 sq.mm size 11 KV XLPE insulated cable underground in HDPE pipe dia 160 mm.
260
600600
2310
Clamp for fixing pipe to pole
8
888
111
Danger board & clamp with bolts & nuts
4
640
160
Earthing complete
4
3688
922
G.I pipe 4" dia
12
22200
1850
G.I. barbed wire
8
816
102
Grouting of ST pole
4
3768
942
Grouting of Stay set
2
900
450
MS Nut & Bolt
10
2160
216
Number plates with Clamp
4
1720
430
Painting of STP incuding paints (2 ltr red oxide and 2 Ltr Alluminum Paint for each pole.)
4
3400
850
S.T. pole 11 Mtr long
4
89068
22267
Service clamp O/S
12
2772
231
Stay complete
2
4314
2157
Stone pad
4
560
140
TOP channel 100x50x2240 mm
6
4956
826
CARTAGE , ERECTION AND DISMENTLING CHARGES 22% OF MATERIALS COST
197136.72
197136
1
Conversion of 33KV Overhead/ Underground Line by 33KV Line underground
1
-
-
barbed wire
12
5532
461
33 KV cable jointing kit 3X300 SQ MM outdoor
12
250404
20867
33 KV cable jointing kit 3X300 SQ MM Straight Through
8
347664
43458
Bracing angle 65x65x6x4300 mm with clamp
3
8250
2750
Cable Al. 3x300 sq.mm. XLPE 33 KV
1850
4290150
2319
carriage , Laying of 3X300 sq.mm size 33 KV XLPE insulated cable underground in HDPE pipe dia 220 mm.
1050
3139500
2990
Clamp for fixing pipe to pole
24
2664
111
Danger board & clamp with bolts & nuts
6
960
160
Earthing of pole by MS earthing rod of 20X2500 mm & 6 SWG earthing wire etc.
6
5532
922
G.I pipe 6" dia
36
66600
1850
Grouting of ST pole
6
5652
942
Grouting of Stay set
4
1800
450
M.S. Nut & Bolt with washer
15
3240
216
M.S.Top channel 100x50x2240 mm
9
7434
826
Number plates with Clamp
6
2580
430
Painting of STP incuding paints (2 ltr red oxide and 2 Ltr Alluminum Paint for each pole.)
6
5100
850
Service clamp O/S
18
4158
231
Stay complete (Stay rod 16X1800mm, Stay wire 5 KG„ Stay clamp, Boult & nut with grouting
4
8628
2157
STP 11 M-IS 410 SP-55
6
133602
22267
CARTAGE , ERECTION AND DISMENTLING CHARGES 22% OF MATERIALS COST
1130227.56
1130227
1
Installation of 250 KVA Transformer on DP for the Shifting on 1 No. 250 KVA Transformer
1
-
-
11 KV D.O. FUSE SETS
2
6928
3464
11 KV TPMO
2
15144
7572
ALUMINIMUM LUG 120 SQMM
8
400
50
ALUMINIMUM LUG 240 SQMM
32
2880
90
ALUMINIMUM LUG 400 SQMM
40
5200
130
ALUMINIMUM LUG 70 SQMM
8
320
40
D.D. WIRE 70 qs mm
60
5400
90
EARTHING OF 250 KVA T/F WITH G.I. PIPE
4
48000
12000
EARTHING ROD COMPLET.
6
5532
922
L.T. CABLE 3.50X240 SQ MM
80
75600
945
L.T. CABLE 3.50X400 SQ M.
58
94598
1631
M.S. BOLT AND NUTS OFF SIZE WITH WASHER
20
4320
216
MS CHANNEL 100X50X2240 MM.
12
9912
826
PVC TAPE
8
888
111
S.T. POLE 11 MTR LONG
4
89068
22267
SERVICE CLAMP FOR ROUND POLE
24
8736
364
STAY SET COMPLETE.
4
8628
2157
T/F BUSHING CONNECTOR OF COPPER STRIP
8
7200
900
Labour , Cartage & Errection Charges and Dismentaling of existing T/F
27212.78
27212
1
Dismentling and Cartage from site to store Charges 7% (Other Misclenous Charges)
27212.78
27212
1
Charges for Shifting & installation of existing transformer on new DP
20000
20000
1
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