Gorakhpur Development Authority Tender
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Gorakhpur Development Authority - GDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Mar 2024
Closing Date28 Mar 2024
Tender Amount₹ 11,22,54,378
Costs
EMD
₹ 56,12,800Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GORDA_917010_1Bid Award Id
ViewTender No
52/GDA/2023-24/14032024Tender Authority
Gorakhpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Dismantling of median
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-
-
Dismantling of existing drain
2439.84
2086063
855
Dismantling cement concrete or brick or granolithic floors , including base concrete & including stacking of dismantled material as directed . By the engineer-in-charge withing a distance of 60 mt. (200ft) SI NO.697(pg-31) SOR-2020
-
-
-
Removal of the existing pavers on site upto 100m along the main roads and 15m along the side roads
-
-
-
Removal of exisitng paver
28152
1210536
43
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DAR 16.82(DR)
-
-
-
Removal of existing kerb
4692
134519
28.67
LABOUR FOR DISCONNECTION OF CABLE AND REMOVAL OF 8 / 9 MTR. LAMP POST INCLUDING BRACKET & FITTING ( ANCHOR BOLT TYPE FOUDATION TYPE ) Rate from Chennai SOR
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-
-
Removal of existing light poles
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-
-
Removal of existing electrical poles
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-
-
Removal of exiting Camera poles
-
-
-
(Note : Mentioned Rate Taken from Bangalore SR)
232
53364
230.02
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
DAR15.18(DR)
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-
-
Removal of stainless steel railing around the rounabout
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-
-
Consider a weight of 4.5kg per m
10557
21114
2
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 Engineer-in-Charge. (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).DAR16.81(DR)
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-
-
Consider for 250m of work on one side at a time
250
625530
2502.12
Flag man for traffic diversion during construction work
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-
-
Semi skilled labour (ch 2 (15))
-
-
-
Assumed at 2 persons for 180 days for construction
720
231840
322
Excavation
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-
-
Excavation in foundation in ordinary Soil( loam clay or sand) including lift upto 1.5m & lead upto 30 m. Including Filling, watering & ramming of excavated earth into the trench or into the spaece between the building & the sides of foundation trenches or in to the plinth removal & disposal pf surplus earth as directed by the engineer in charge upto a distance of 30m from the foundation trenches.(Excluding Royalty ) (SI NO.251 (pg-13) SOR-2020)
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-
-
Excavation for footpath upto a depth of 235mm
-
-
-
For all the proposed paving area ( 235mm depth = 60mm thickness of paver+75mm PCC+100mm quarry dust)
2642.52
317102
120
Cost of dewatering
2642.52
5285
2
For Concrete Band below Bollards
-
-
-
For both sides of the entry exits of propoerty
-
-
-
At every pedestrian crossing - pedestrian ramp
-
-
-
For 300mm Drain-Kerb Portion
-
-
-
From Ch.0 m to Ch.760 m - on all sides including side roads
-
-
-
Footpath Area at Entry/Exit
-
-
-
From Ch.0 m to Ch.760 m - on all sides including side roads
201.84
24220
120
Cost of dewatering
201.84
403
2
Scarifying
-
-
-
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking servicable and unservicble materials separatelty as per Technical specifications clause 202 (SI NO.10(pg-48) UPSOR-2020)
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-
By Mechanical means - Bituminous courses
-
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-
(Consider 100mm on either side of the item)
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-
-
Road
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-
-
Proposed road edge kerb
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-
-
From Ch.0 m to Ch.760 m - on all sides including side roads
-
-
-
Proposed saucer drain
-
-
-
Proposed ramps for raised crossing along minor road
-
-
-
Proposed property entrance ramp
3958.86
1211411
306
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
-
-
-
Removal of Unservicable Soil, Loading, Unloading and Haulage
-
-
-
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 off, 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. (SI NO.52(pg-52) UPSOR-2020-21)
-
-
-
40% of Excavation for Road and Footpath
-
-
-
Total Excavation for Kerbs, Concrete Bands and Property Entry/Exit Ramps
5015.86
1188758
237
Base, Asphalting, Surface Courses
-
-
-
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (MORT&H-406) (Approved rate) LDA Approved Rate
403.33
2073116
5140
For All Property Entry / Exits
-
-
-
(Note : Mentioned width is average width of footpath)
-
-
-
Painting with aluminium paint of approved brand and manufacture to give aneven shade Two or more coats on new work
-
-
-
D.B.M.:Providing and laying dense grade bituminous macadam Grading-I with 120 TPH batch type HMP producing an avarage output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder @ 4.0 percent by weight of total mix and filler transporting the ho mix to work site laying with hydostatic paver finisher with sensor control to the required grade level and aligmnment rolling with smooth wheeted bibratory and tendom roller to achieve the desired compaction as per Mort & H Specification Clause 507 Complete in all respects. AR
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-
-
For the road portion
-
-
-
On LHS and RHS
237.8
3031474
12748
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
DSR 16.41(DR)
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-
-
For the road portion
-
-
-
On LHS and RHS
4756.84
66595
14
Providing And Laying Bituminous Concrete specified Thick Using 0.2089 Cu.m of 13.2-10mm Metal 0.1372 Cu.m of 10-5mm Metal 0.2387 Cu.m of 5mm And Below Metal of Specified Grading Aggregates And 0.012 Cu.m of Quarry Dust With 50.3 Kg of Vg30 (60/70 Grade) Bitumen For Premixing Per 10Sq.m Including Cost And Conveyance of All Materials To cmp Site Heating The Bitumen And Aggregate To Required Temperature And Mixing Them In Required Temperature In Central Hot Mix Plant 20-30 Ton Capacity Conveying The Mix By Tipper Trucks To Work Site Spreading The Mix To Uniform Thickness of 40mm With 9M Paver Finisher To The Specified Grades And Cross Sections And Consolidated By 8-10 Tone Vibrator/Pneumatic Roller To The Required Density Etc. Including Labour For Attending To Paver To Site Etcm Including Hire Charges And Fuel Charges For 20-30 Tonne cmp With Bitumen Boiler Tipper Trucks 9M Paver Finisher Vibrator/Pneumatic Roller And All Other Tools And Plant Required Including Fuel And All Other Incidental Charges Etc. Complete As Per Specification Using cmp As Per Clause 507 of Morth Rev-5. (This Rate Is Applicable Only If The Work Is Carried Out During Night And If It Is Laid By 9M Paver Finisher). (BCCMP(N-9m)(V)
-
-
-
For the road portion
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-
-
On LHS and RHS
190.27
2808575
14761
Footpath, Kerbs, L-Kerb, Bollards & Dust Bins
-
-
-
Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and shape of approved and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of black cobbles granite from available source to work site, including labour charges for fixing the granite and pointing etc., complete. Market rate (Grey cobble stones)
-
-
-
Grey cobble -Footpath area
1761.68
3808752
2162
Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and shape of approved and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of black cobbles granite from available source to work site, including labour charges for fixing the granite and pointing etc., complete. Market rate (black cobble stones)
-
-
-
Black cobble -Footpath area & Road area
2011.68
4993190
2482.1
Providing & Laying 45 to 50mm thick rough finish grey granite and required size and shape of approved and complete as per direction of Engineer-in-Charge. Including transport, loading, unloading and conveyance of grey granite slab from available source to work site, including labour charges for fixing the granite and pointing etc., complete Vendor rate (Grey granite)
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-
-
Footpath area with grey granite Table top
1067.12
3608999
3382
Providing & Laying 45 to 50mm thick rough finish black granite and required size and shape of approved and complete as per direction of Engineer-in-Charge. Including transport, loading, unloading and conveyance of grey granite slab from available source to work site, including labour charges for fixing the granite and pointing etc., complete Vendor rate (Black granite)
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-
-
footpath area with black granite
880.84
3199739
3632.6
Providing & Laying 45 to 50mm thick short blasted yellow sandstone of required size and shape of approved and complete as per direction of Engineer-in-Charge. Including transport, loading, unloading and conveyance of sandstone from available source to work site, including labour charges for fixing the granite and pointing etc., complete Vendor rate (yellow sandstone)
-
-
-
Footpath plaza area
880.84
1735571
1970.36
Providing and laying of factory made 80mm thick rubber moudled interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and propser embedding/ laying of interlocking tiles leveling and dressing of surface to required level and slope , filling joints with fine sand including the cost of materila , labour T&P etc. required for propoer competion of work .
SI NO.1(pg-34) SOR-2020(RO)
-
-
-
Pavers in footpath area
1761.68
1426960
810
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km. from the site of work & including watering, dressing etc. Rate Includes Cost of all material, labour and T&P etc. required for proper completion of work.(Royalty excluding)
SINO.255(pg-13) SOR-2020
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-
-
Beneath all pavers, granite and cobble areas for leveling purpose
-
-
-
Total of all paved area
660.63
574748
870
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). DAR 16.69(DR)
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-
Footpath Kerb
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-
-
Flat kerb
791.78
6035430
7622.61
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.DAR 16.36(DR)
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-
-
Saucer drain along the road edge
2111.4
989908
468.84
cement concrete with 4 cm gauge approved stone , ballast , approved coarse sand and cement in the proportion of 6:3:1 including supply of all material , labour and T&P etc. required for proposer completion of the work. SI NO. 280 (pg-14) SOR-2020
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PCC below all paving area
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PCC below saucer drain
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PCC below road edge kerb
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PCC below table tops
-
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PCC below property edge beam
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-
Info Panels 2
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-
-
Interior Signage 3
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-
-
Pergola 1
1294.51
7715279
5960
cement concrete with 4 cm gauge approved stone , ballast , approved coarse sand and cement in the proportion of 3:1.5:1 including supply of all material , labour and T&P etc. required for proposer completion of the work. SI NO.279(ii) (pg-14) SOR-2020
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-
M20 grade concrete
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-
Beam at Property Edge
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-
From Ch.0 m to Ch.760 m - on all sides including side roads
-
-
-
footing for seater type 4
274.34
1909406
6960
R.C.C. work with cement approved coarse sand and 2 cm gauge approved stone grit in the propostion of 1: 11/2: 3 in lintel of door and windows excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and also including supply of all material , labour and T&P etc. required forproper completion of the work . binding wire cost being including in the item . (SI NO. 283A (pg-14)) SOR-2020
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-
1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size)
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-
seaters
-
-
-
footing for cycle stand & foundation for dustbins
1082.81
8565027
7910
foundation for dustbins
-
-
-
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. DAR 5.33 (DR)
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All works upto plinth level
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-
-
Concrete of M30 grade with minimum cement content of 350 kg /cum
DAR 5.33.1.2
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Median Kerb
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-
along the roundabout and median
-
-
-
Curved Kerb (Radius Kerb)
-
-
-
For Minor Side Roads - Calculated as [0.25*(2*3.14*r)]=[1.575*r]
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-
-
Curved Kerb (Property Entry/Exit Kerb)
-
-
-
For Property Extry/Exit - Calculated as [0.25*(2*3.14*r)]=[1.575*r]
-
-
-
Info Panels 2 - Pedestal 1
-
-
-
Info Panels 2 - Pedestal 2
-
-
-
Interior Signage 3
265.74
2075440
7810.04
Concrete of M40 grade with minimum cement content of 350 kg /cum
DAR 5.33.1.4
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-
-
Property Approach Ramps - Standard Size (Cross Sectional Area = b*h/2)
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Table Top Crossing - (Across Minor Side Roads)
-
-
-
Center Portion (excluding paver depth of 80mm)
-
-
-
Ramp Up and Down (Cross-Sectional Area = 0.5*b*h)
79.2
638399
8060.6
Laying of 25mm thick KOTA stone of size 45X45cm and above flooring over previously prepared base with 2cm thick 1:3 cement and sand mortarincluding filling of joints with cement mixed with pigment required for matching the shade of the floor as per direction of E/I including cutting polising with wax polish including supply of all the materials T&P etc required for proper completion of the work. SI NO. 1 (pg-26) SOR-2020
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-
-
FOR SEATER TYPE 4
1003.2
1003200
1000
Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plint level. Thermo - mechanically treated bards of grade Fe-500D or more DSR 5.22.6
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-
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Property Edge Beam
-
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-
Tabletop Crossing /Property entry exit
-
-
-
Info Panels 2
-
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-
DB12
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-
-
RB10
-
-
-
RB10
-
-
-
RB8
-
-
-
Total Weight
-
-
-
Interior Signage 3
-
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-
RB12
-
-
-
RB10
-
-
-
RB8
-
-
-
Total Weight
-
-
-
Consider @30kg for M25 items
35889.18
2847088
79.33
Centering and shuttering including strutting, propping,etc. and removal of form for Wall (any thickness) including attached pilasters, buttresses, plinth and string courses, etc) (DSR 5.9.2)
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-
-
Property edge beam
-
-
-
Horizontal Slab
-
-
-
Vertical Slab
-
-
-
For Curved Kerbs - Length calculated as [0.25*(2*3.14*r)]=[1.575*r]
-
-
-
Curved Kerb at Minor Side Roads
-
-
-
Curved Kerb at property Entry/Exit
-
-
-
Median Kerb
-
-
-
islands and median kerb
-
-
-
Table Top Crossing - property entries
-
-
-
Center Portion (excluding paver depth of 80mm)
-
-
-
Sloped Portion of Both Ramps
-
-
-
Edge of Center Portion Ramp Up and Down (Cross-Sectional Area = 0.5*b*h)
-
-
-
Foundation for entrance signage 3.5m (footing 1)
-
-
-
Foundation for entrance signage 3.5m (footing 2)
-
-
-
Foundation for entrance signage 1.5m (footing 1)
-
-
-
Foundation for entrance signage 1.5m (footing 2)
-
-
-
Foundation for entrance signage 0.9m (footing 1)
-
-
-
TOTAL
2069.73
1226356
592.52
Supply and installation of 60 L: AUX Waste Bin of material Stainless Style with Contemporary Mounting: Root fixed, Surface/baseplate fixed, wall/post mounted with Features: Ashtray, complete with foundation as per the direction of the Engineer in charge. Market Rate (Dustbins) (MR)
-
-
-
Dustbin in the public areas
-
-
-
(Note : Mentioned Rate Taken from Tender SURE Bangalore BOQ)
33
142626
4322
Mild steel or iron work in purl ins and rafters including drilling holes and fixing in position and including supply of all steel, bolts, and nuts, wasteage , labour and T&P etc required for proper completion of the work. SI NO. 512 (pg-21) SOR-2020
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-
-
Flower Basket (@ 11.2kg per stand)
-
-
-
Cycle Stand (@ 11.5kg per stand)
-
-
-
Info Panels 2
-
-
-
PLT 12*80
-
-
-
PLT 12*80
-
-
-
TSS 25X2.0
-
-
-
TSS 25X2.0
-
-
-
TSS 25X2.0
-
-
-
TSS 25X2.0
-
-
-
TSS 25X2.0
-
-
-
TSS 25X2.0
-
-
-
ANCHOR RODS
-
-
-
Interior Signage 3
-
-
-
PLT 12*80
-
-
-
TSS 25X2.0
-
-
-
TSS 25X2.0
-
-
-
TSS 25X2.0
-
-
-
TSS 25X2.0
-
-
-
ANCHOR RODS
-
-
-
Total Weight
-
-
-
Pergola type 01 122X61X5.4 (total no of pergola 10 (total no of members 7nosx 8.9m length = 62.3m running length)
-
-
-
Furniture
-
-
-
Table
-
-
-
table top
-
-
-
table legs
-
-
-
Total Weight
13133.19
735458
56
M 150 class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all material , labour and T&P etc. required for proper completion of the work.( SI NO. 303 (pg-15) SOR-2020 )
-
-
-
seater 04 - wall
322.57
1404792
4355
12mm cement plaster finished with a floating coat of neat cement mix 1:3 (DSR -13.7.1 )
-
-
-
seater 04 - wall
-
-
-
seaters
5056
1674041
331.1
Providing and mixing water proofing material in cement mortar for plasrweing or in concrete work in the proportion recommended by the manufacturer.(SI NO -599 (pg-24) SOR-2020)
55
5500
100
Extra for plastering exterior walls of height more than 10m from ground level for ecery additional height of 3m or part thereof. DAR 13.22(DR)
5056
325606
64.4
Supply and fixing of Bollard made from mid steel with CNC machine finishing with 165mm outer diameter , thickness of 4.5mm r and 1030mm Height . Expose height 730mm from above Ground level and fixed the remaining 300mm below the GL. two number of circular rib of R10mm radius are provided at the top . The whole product is power coated black colour 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. Vendor item (MS Bollard- 730mm height)
-
-
-
700MM height bollards prop entrance
911
2772628
3043.5
Supply and fixing of Bollard made from mid 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 colour 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. Vendor item (MS Bollard- 900mm height) 900mm height bollards crossings
37
116920
3160
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. Vendor item (SS Tactlie studs)
-
-
-
Tactile Pavers for Pedestrian Crossings (@ 8.1m in running length per crossing)
-
-
-
Tactile Studs for Pedstrian Crossings (@ 40 dots per square meter)
12150
507262
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. Vendor item (SS Tactlie markers)
-
-
-
Tactile Pavers for Pedestrian Crossings (@ 10 strips per square meter)
-
-
-
At pedestrian crossings
4082.4
792802
194.2
(Note : Mentioned Rate Taken from Tender SURE Bangalore BOQ)
-
-
-
Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
DAR 16.90 (DR)
-
-
-
Tactile Pavers for along of the length of the road
456
693680
1521.23
Traffic Signs, Markings and Other Road Appurtenances
-
-
-
Reflective Raised Pavement Markers (Cat Eye/ Road Stud)
Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-imoact Polystyrene) or Acryloniitrite Butadien Styrene (ABS) or Any other suitable material approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4260. The Reflective panels shall consist, of number of lenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably 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 satisfaclory field performance including stipulated retro-reflectance of the reflecting panel , to the Engineer . In addition , a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are, displaced , damaged . get worn out or lose their reflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge, (SI NO. 5 (pg-54) UP SOR-2020-21)
-
-
-
RPM (with shank)
-
-
-
Note: To be installed every 9 meters and located along edge, median and lane separators
-
-
-
Along all the paint lines
-
-
-
Along LHS
-
-
-
Along RHS
-
-
-
Side roads Total
3716
1203984
324
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. (DSR 16.62)
-
-
-
Edge Marking
-
-
-
Along LHS
-
-
-
Along RHS
-
-
-
Side roads
-
-
-
Centerline Marking (asssumed at half the length of road for dashed lines)
-
-
-
Along LHS
-
-
-
Along RHS
-
-
-
Side roads
-
-
-
Pedestrain Crossing
-
-
-
Main pedestrian crossing
-
-
-
Stop Line
-
-
-
Along LHS
-
-
-
Along RHS
-
-
-
Side roads
-
-
-
Stop Symbol (Symbol Design Area = 1.5sqm.)
-
-
-
Left and Right Arrow Symbols (Symbol Design Area = 1sqm.)
-
-
-
At Juction of Major Side Roads
-
-
-
Cycle symbols (Symbol Design Area = 0.96sqm.) Total Area
738.78
407803
552
Retro-reflectorised Traffic sign as per IRC-67-2012
providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC 87-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 outdoor weathering and its having passed these lesls shall be obtained from International/ Govemment Laboratory! Institute by the manufacturer of the sheeting and in case the certificate is obtained from Intemational condition, it should also be obtained from Indian condition within 3 years of launching of preduct by the manufacture in abroad, Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally, In such a situation, the Employer / Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends , letters , numerals and borders etc should be as per MoRTH specification No-801.3 7 . Proof of the same in form of govemment report shall be uploaded while quoting tender (DSR 16.59.2)
-
-
-
i) 90 cm equilateral tringle with diffinitation plate size (20cm X 60cm) .
6
22349
3724.95
Supplying and Fixing of Digitally Printed Retroreflective Single Arrow Sign board of size 1595mm x 900mm made of Type XI grade cube corner micro prismatic grade sheeting confirming to IRC 67-2012 as per ASTMD-4956-09 Specifications, Digitally Printed using Latex Printer for Traffic Colour logos/text and laminated with UV Resistant clear electro-cut film and applied to proper prepared sign substrate made of 4mm thick Aluminum Composite Material (ACM) with 0.25mm aluminium skin thick on both sides and back support frame angle of 25mm x 25mmx3mm Supported by 32NB, 2.7mm Thick Stainless steel pipe all round in 304 grade and 2 nos. of vertical posts of 65NB, 3.04mm thick stainless steel pipe of 304 grade firmly fixed to the found by means of properly designed foundation of size 300 mm x 300 mm x 450 mm with M15 Grade cement concrete and the item shall include earthwork excavation, cost of materials, loading, unloading, lead, lift, transportation etc, complete as per approved template. The signs shall be manufactured using a system of matched components of reflective sheeting and overlay films and digital inks manufactured and supplied by the reflective sheeting manufacturer .Digitally printed traffic colour (red, blue, green, yellow, orange and brown) areas on white sheeting shall not be having less than 70 percent of the value of the coefficient of retro reflection established for its colour and type of sheeting as given in Table 6.9 of IRC 67- 2012.The coefficient of retro reflection after the stipulated warranty period shall be minimum 80 percent of the initial value of the printed sign (initial value shall be minimum 70% of the values given in table 6.9 of IRC 67-2012). Match component system warranty for the components like retro-reflective sheeting, overlay films and digital inks shall be provided by the manufacturer The Retro reflective sheeting shall be covered under 10 years warranty issued for field performance and certified copy of completed three years outdoor exposure report shall be obtained by the engineer-in-charge. The warranty shall be inclusive of digitally printed logos/text/legends and their bonding to the retro-reflective sheeting (as per MoRT&H Specification No.801). The latex printer used for digital printing should be used with Inks of low VOC emission and should have Greenguard, eco logo certificate as per UL 2801 Standards. The warranty & Test certificates shall be obtained from the retro-reflective sheeting manufacturer by the contractor and shall be submitted to engineer-in-charge. Vendor item
-
-
-
At the turnings
2
29000
14500
Supplying And Fixing of Digitally Printed Retroreflective Double Arrow Sign Board Made of Type Xi Grade Cube Corner Micro Prismatic Grade Sheeting Confirming To Irc 67-2012 As Per Astmd-4956-09 Specifications, Digitally Printed Using Latex Printer For Traffic Colour Logos/Text And Laminated With Clear Electro-Cut Film And Applied To Proper Prepared Sign Substrate Made of 4mm Thick Aluminum Composite Material (Acm) And Back Support Frame Angle of 25mm X 25mmx3mm Supported By 32Nb, 2.7mm Thick Stainless Steel Pipe All Round In 304 Grade And 2 Nos. of Vertical Posts of 65Nb, 3.04mm Thick Stainless Steel Pipe of 304 Grade Firmly Fixed To The Found By Means of Properly Designed Foundation of Size 300 mm X 300 mm X 450 mm With M15 Grade Cement Concrete And The Item Shall Include Earthwork Excavation, Cost of Materials, Loading, Unloading, Lead, Lift, Transportation Etc, Complete As Per Approved Template. The Sign Board Base Made of Type Xi Micro Prismatic Grade Reflector Sheeting of White Color Should Pass Minimum Co-Efficient of Retro- Reflection Values As Per The Table 6.9 of Irc 67-2012. The Retro Reflective Sheeting Shall Be Covered Under 10 Years Warranty Issued For Field Performance And Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained By The Engineer-In-Charge. The Warranty Shall Be Inclusive of Digitally Printed Logos/Text/Legends And Their Bonding To The Retro-Reflective Sheeting (As Per Mort&H Specification No.801). The Latex Printer Used For Digital Printing Should Be Used With Inks of Low Voc Emission And Should Have Greenguard, Eco Logo Certificate As Per Ul 2801 Standards. The Warranty & Test Certificates Shall Be Obtained From The Retro-Reflective Sheeting Manufacturer By The Contractor And Shall Be Submitted To Engineer-In-Charge.
-
-
-
At the turnings
1
18000
18000
Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over @ 1.25 Ltr/10sqm including one coat of primer applid @ 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat. DSR 13.48.1
-
-
-
Painting on the seater
72
10127
140.66
Pelican sign on mid-blocks (spply and installation) including the following - walk, dontwalk, push button, buzzer, pole, pole foundation, cable.Vendor item
-
-
-
for 4 pedestrian (2 signs per crossing )
-
-
-
Pedestrian Aspects - Walk
10
85000
8500
Pedestrian Aspects - Don’t Walk with timer
10
150000
15000
Pedestrian Push Button
10
75000
7500
Pedestrian Buzzer
10
25000
2500
Pole with Cantilever
10
750000
75000
Pole foundation with installation
10
250000
25000
Cable and other accessories
10
150000
15000
Utility - replacing manhole and street light cabling
-
-
-
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. Market Rate
-
-
-
For Existing Manholes
45
779625
17325
Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 63mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the Engineer in charge - For depth upto 2m - 50mm to 75mm dia (OD) HDPE pipe. LDA Approved Rate
-
-
-
HDPE Pipe for Street Light cabling (two on either sides)
3040
273296
89.9
(Note : Mentioned Rate Taken from Karnataka KUWSDB SR)
-
-
-
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 600 mm dia pipeDSR 19.35
1520
4104729
2700.48
Hume pipe collor (no of collor needed -(totaldistance)/(length of pipe)
1520
836000
550
Cement concrete with 4cm gauge approved stone, ballast, approved course sand and cement in the proportion of 1:3:6 including supply of all the material, labour T&P etc, required for proper completion of the project . SI NO -280 (pg-14) SOR-2020
-
-
-
For Storm Water Chamber (25m Interval)
-
-
-
For storm chamber on LHS and RHS
-
-
-
Below storm water line
-
-
-
On LHS and RHS
-
-
-
For Power chamber
-
-
-
On LHS and RHS
-
-
-
For Telecom chamber
-
-
-
On LHS and RHS
-
-
-
Total Qty
214.4
1277824
5960
R.C.C works with cement-approved coarse sand and 2 cm gauge approved stone grit in the proportion of 1:11/2:3 in the lintel of doors and windows excluding the supply of reinforcement and its binding but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centring etc and also including supply of all material labour and T&Petc. required for proper completion of the work binding wire cost being included in the item. SI NO -283A (pg-14) SOR-2020
-
-
-
All works upto plinth level
-
-
-
Storm Water Chamber
-
-
-
Side Walls
-
-
-
Bottom Slab
-
-
-
Power Chamber
-
-
-
Side Walls
-
-
-
Bottom Slab
-
-
-
Telecom chamber
-
-
-
Side Walls
-
-
-
Bottom Slab
-
-
-
Total Qty
263.01
2080409
7910
Centering and shuttering including strutting, propping,etc. and removal of form for
Wall (any thickness) including attached pilasters, buttresses, plinth and string courses, etc)
DSR 5.9.2
-
-
-
Storm Water Chamber
-
-
-
Side Walls Outer
-
-
-
Side Walls Inner
-
-
-
Bottom Slab
-
-
-
Power Chamber
-
-
-
Side Walls Outer
-
-
-
Side Walls Inner
-
-
-
Bottom Slab
-
-
-
Telecom Chamber
-
-
-
Side Walls Outer
-
-
-
Side Walls Inner
-
-
-
Bottom Slab
-
-
-
Total Qty.
3149.54
1866102
592.5
Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plint level. Thermo - mechanically treated bards of grade Fe-500D or more.SI NO -504 AR
-
-
-
Consider a Quantity at 80 kg/ Cum of M25 concrete
210.41
1603324
7620
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. (Market Rate)
-
-
-
Recessed manhole cover for every chamber
-
-
-
On LHS and RHS
76
1507840
19840
Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint (Market Rate)
-
-
-
For Storm Water - On Road Grating
-
-
-
On LHS and RHS
76
700720
9220
Supply and installation on site - Gully Grates: A1216 305X609 MM DI TRENCH GRATE. (MR)
-
-
-
For Storm Water - Road Edge Grating (1 nos. per opening)
-
-
-
On LHS and RHS
76
395504
5204
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. (Market Rate)
-
-
-
For Power chamber
-
-
-
On LHS and RHS
20.27
311347
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. (Market Rate)
-
-
-
For Telecom chamber
-
-
-
On LHS and RHS
20.27
402156
19840
Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 200mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers - For depth upto 2m - 180mm to 250mm dia (OD) HDPE pipe. (Market Rate)
-
-
-
HDPE 200mm dia Pipe for Power Lines
-
-
-
On LHS and RHS
1520
1155200
760
Providing of 7- Way 40mm Multi Ducts with solid permanently solidly lubricated Silicore in inner layer for ICT fibre cables comforming to ASTMF 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 colour 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 x 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 x 0.3mm. ISO Requirements- ISO 9001, 14001, 18001, complete as per specifications and directions of Engineer-in-charge.(Market rate)
-
-
-
7 Way Multi duct for OFC Lines
-
-
-
On LHS and RHS
1520
881600
580
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 35km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers - For depth upto 2m - 90mm to 110mm dia (OD) HDPE pipe. (Market Rate)
-
-
-
Supplying and Laying HDPE PIPES - PE 100 AS PER IS 4984/2016 - PN 6 - 200mm including Rates for Conveyance of PVC/ HDPE /GRP Pipes and Specials (assumed at 35km) including Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers - For depth upto 2m - 180mm to 250mm dia (OD) HDPE pipe
-
-
-
HDPE 110mm dia for OFC Lines from Chambers to properties
-
-
-
On LHS and RHS
-
-
-
HDPE 110mm dia for Power Lines from Chambers to properties
-
-
-
On LHS and RHS
-
-
-
Total Qty
2120
530000
250
Landscaping
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. DSR 2.6
-
-
-
Excavation for the landscape areas =413.87
1407.6
255901
181.8
Supply of 7Mtr height decorative pole made of mild steel/steel tube complied with IS1161/IS 3601, minimum thickness of 3mm. (chemical and Mechanical test report shall submited)The pole shall have two section, base section having length of 2Mtr with dia of 140mm and top section having length of 5mtr with dia of 76mm . Pole shall be mounted on square base plate of dimensions 250*250*14mm thickness with 4 nos of slots, having distance of 180mmx180mm and size of 25x55mm. The base section of Pole shall have an in-built junction box to accommodate a heavy duty connector for loop‐in and loop‐out of UG cable and provision for MCB with anti‐theft lock arrangement. The Pole Shaft should be fabricated out of Steel tube of grade YST 240. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The complete structure shall be hot dip galvanized through 7 stage process and single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns(Test report shall be submitted) before traeting with primer. After galvanisation structure shall be treated with two coats of high quality primer and thereafter coated with Polyurethane paint to minimum average DFT of 100 microns(Test report shall be submitted). The pole shall be designed as per EN40 for withstand basic wind speed of 169kmph. The complete structure should be hot dip galvanised with Decorative .Sola Double Bracket 0.75 mtr OH for mounting of 2 nos of 90 W LED Lumianire. CAT REF: Kesslec Blenheim Pole - 7 mtr ht - GI - PU Painted with Double GI Bracket of 0.75 m OH. DSR 2.2
-
-
-
Landscape area (1/3 of the total volume)
469.2
141698
302
Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment).DSR 2.25
-
-
-
Landscape area (1/3 of the total volume)
469.2
116127
247.5
Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : DSR 2.4.3
-
-
-
Screened through sieve of I.S. designation 4.75 mm,
-
-
-
Landscape area (1/3 of the total volume)
469.2
150097
319.9
Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. DSR 2.9
-
-
-
Landscape area
1407.6
51447
36.55
Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).DSR 2.8
-
-
-
Landscape area
1407.62
73688
52.35
Fine dressing of the ground. DSR 2.7
2346
8680
3.7
Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) Landscape area DSR 2.13
1407.09
313570
222.85
Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : DSR 2.14.2
-
-
-
Holes 90 cm dia, and 90 cm deep
-
-
-
Consider for new trees
25
3577
143.1
Providing and stacking of Tecoma stans of height 45-60 cm. branched in
earthen pots of size 20 cm as per direction of the officer-in-charge. DSR 8.70
725
32625
45
Providing and Displaying Salvia ht. 45 to 60 cm multi branches stacking with bamboo stick specimen type with full bloom well developed in 30 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. DSR 4.61
725
93633
129.15
Providing and Displaying of Ophiopogon jaburan (variegated ) plant, full of variegated leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. DSR 6.20
725
14500
20
Providing and Displaying plants Vinca different colour 6 to 8 well developed branch in full bloom stacked with green painted Bamboo stick in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.DSR 4.83
725
39403
54.35
Providing and Displaying of Euphorbia milli hybrid variety plant, having ht.30 cm to 45 cm with multi branch, full bloom, fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. DSR 6.13
725
50750
70
Providing and stacking of Hamelia patens of height 60-75 cm. with 6-8 branches in poly bags of size 25 cm as per direction of the officer-in-charge.DSR 8.32
725
36250
50
Providing and stacking of Nerium oleander (kaner) dwarf of height 30-40 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge.8.51
25
1000
40
Providing and Displaying of Syngonium variegated plant,of height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.DSR 6.28
725
15225
21
Providing and stacking of Clerodendrum inerme of ht. 20 cm to 30 cm multi branched in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. DSR 6.7
725
14500
20
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. DSR 6.12
725
14500
20
Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) DSR 2.57
-
-
-
Trees plant
25
182
7.3
Shrubs Plant
4350
15877
3.65
Hedge Plant
2175
5328
2.45
Cutting of designer hedge / edge removing of cut materials, cleaning, hoeing of hedge / edge bed watering manuring and applying insecticides and fungicides etc. DSR 2.37
-
-
-
Landscape area
2346
106039
45.2
Topiary cutting / shaping of trees removing of cut materials, cleaning hoeing of trees upto 4' ( feet) height. DSR 2.38
-
-
-
Height of Topairy upto 120 cm.
25
2098
83.95
Height of Topairy above 120 cm.
95
9975
105
Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages,creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide , lawn mover and brush cutter with fuel will be provided by the Department & other T & P material/articles shall be provided by the contractor.) DSR 2.39.6
-
-
-
Prestigious works / H.M. house & officers entitled to free accommodation.(1Mali for 1.00Acre) DSR 2.39.1
14076
21817
1.55
Removal and transportation of cuttings, waste of plants, leaves Removel of malba,hort. Waste ,rubbish etc, including all leads and lifts. DSR 2.60
-
-
-
Landscape area
100
39755
397.55
Providing and wartering of irrigation water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, wartering at site with all leads and lifts as per direction of officer-in-charge. DSR 2.53
-
-
-
Landscape area once a week for 2 years
104
97026
932.95
Electrical works
-
-
-
"Supply of LED Street light luminaire, BIS certified with a highly efficient temperature resistant integrated lenses PC protector (IK10), body of high pressure die cast aluminium, separate IP66 optical and control gear compartments.Suitable for horizontal mounting for 60mm diameter pipe, a vent pressure equalization unit, provision for installation of NEMA socket and pre-cabled as required.Overall system efficacy of 135 lm/W at correlated colour temperature (CCT) of 5700K, colour rendering index (CRI) 70 and L70 rated lifetime of 10,000 hours.Electrical Class I, rated voltage 240Vac, Power Factor ≥ 0.95, with BIS certified potted driver having internal surge protection of 4/4 kV and an additional surge protection device (SPD) of 10/10 kV (in both Common & Differential Modes).Kesslec Ruse LED/90 W /NW/IP66. Vendor Rate
120
2254800
18790
Supply of 7Mtr height decorative pole made of mild steel/steel tube complied with IS1161/IS 3601, minimum thickness of 3mm. (chemical and Mechanical test report shall submited)The pole shall have two section, base section having length of 2Mtr with dia of 140mm and top section having length of 5mtr with dia of 76mm . Pole shall be mounted on square base plate of dimensions 250*250*14mm thickness with 4 nos of slots, having distance of 180mmx180mm and size of 25x55mm. The base section of Pole shall have an in-built junction box to accommodate a heavy duty connector for loop‐in and loop‐out of UG cable and provision for MCB with anti‐theft lock arrangement. The Pole Shaft should be fabricated out of Steel tube of grade YST 240. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The complete structure shall be hot dip galvanized through 7 stage process and single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns(Test report shall be submitted) before traeting with primer. After galvanisation structure shall be treated with two coats of high quality primer and thereafter coated with Polyurethane paint to minimum average DFT of 100 microns(Test report shall be submitted). The pole shall be designed as per EN40 for withstand basic wind speed of 169kmph. The complete structure should be hot dip galvanised with Decorative .Sola Double Bracket 0.75 mtr OH for mounting of 2 nos of 90 W LED Lumianire. CAT REF: Kesslec Blenheim Pole - 7 mtr ht - GI - PU Painted with Double GI Bracket of 0.75 m OH. Vendor Rate
60
2808000
46800
Foundation for erection of 7 mtr Decortaive street light pole double side with LED Fitting (For 7 mtr HOT DIPPED GALVANISED Lamp post with Double bracket) (Foundation Bolt concrete foundation) Cost of Erection of 7 Mtr. Long street lamp posts including fixing of Double BRACKET, Pole cut out- Termination of cables in the pole cut out junction, , clamping of In & Out cables with foundation bolt concrete foundation including cement, jelly, Crushed stone sand ( M-Sand), etc. required for the work with supply of the following materials Foundation Rods size: M.S foundation anchor rod 4 Nos.with thread of size 202 mmdia and 800 mm long (750mm+50mm from curve dportionatone end) Hexagonal Nuts and washers – 8 Nos. HDPE Pipe: 50 mm dia x 6mm thick H.D.P.E pipe. -- 3mt (1.5+1.5) Earth work excavation:0.8 mtr x 0.8 mtr x 1.3mtr Crushed stone sand ( M-Sand) filling: 0.8 mtr x 0.8 mtr x 1.5 mtr Base PCC 1:3:6 : 0.8 mtr x 0.8 mtr x 1.5 mtr Centering for PCC: 0.675 mtr x 1 mtr x 4nos. PCC 1:1.5:3 ( M20 ): 0.458 Sq.mtr x 1 mtr Vendor Rate
49.92
524160
10500
Supply of Decorative LED post-top luminaire with a body of cast aluminium, canopy of corrosion-resistant aluminium and a glass Protector fixed on to the body, IP66 optical and control gear compartments. Highly efficient UV and temperature-resistant lens systems in 4-fold configurations for asymmetric light intensity distribution providing excellent photometry to optimally cater to different applications. Suitable for vertical mounting for 60 mm diameter pipe. Overall system efficiency of 110lm/W at correlated colour temperature (CCT) of 4000K, colour rendering index (CRI) 70 and L70 rated lifetime of 50,000 hours. Electrical Class I, rated voltage 240Vac, Power Factor ≥ 0.95, with BIS certified potted driver having internal surge protection of 4/4 kV and an additional surge protection device (SPD) of 10/10 kV (in both Common & Differential Modes)." Kesslec Dubai 40W /NW/LED/IP66 (Vendor Rate)
20
656000
32800
Supply of 4Mtr height decorative pole made of mild steel/steel tube complied with IS1161/IS 3601, minimum thickness of 3mm. (chemical and Mechanical test report shall submited)The pole shall have two section, base section having length of 1Mtr with dia of 140mm and top section having length of 3mtr with dia of 76mm . Pole shall be mounted on square base plate of dimensions 200*200*12mm thickness with 4 nos of slots, having distance of 141mmx141mm and size of 20x35mm. The base section of Pole shall have an in-built junction box to accommodate a heavy duty connector for loop‐in and loop‐out of UG cable and provision for MCB with anti‐theft lock arrangement. The Pole Shaft should be fabricated out of Steel tube of grade YST 240. Structurally designed base plate of Steel A36/A572-50 or equivalent should be welded with the pole shaft. The complete structure shall be hot dip galvanized through 7 stage process and single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns(Test report shall be submitted) before traeting with primer. After galvanisation structure shall be treated with two coats of high quality primer and thereafter coated with Polyurethane paint to minimum average DFT of 100 microns(Test report shall be submitted). The pole shall be designed as per EN40 for withstand basic wind speed of 169kmph. The complete structure should be hot dip galvanised Kesslec Ecopole 4 mtr GI PU Painted with Base plate Vendor Rate
20
290000
14500
Foundation for erection of 4 mtr Decortaive Post top Lantern pole with LED Fitting (For 4 mtr HOT DIPPED GALVANISED Lamp post ) (Foundation Bolt concrete foundation) Cost of Erection of 4 Mtr. Long street lamp posts including fixing of Double Differential height BRACKET, Pole cut out- Termination of cables in the pole cut out junction, , clamping of In & Out cables with foundation bolt concrete foundation including cement, jelly, Crushed stone sand ( M-Sand), etc. required for the work with supply of the following materials Foundation Rods size: M.S foundation anchor rod 4 Nos.with thread of size 16 mmdia and 500mmlong (450mm+50mm from curve dportionatone end) Hexagonal Nuts and washers – 8 Nos. HDPE Pipe: 50 mm dia x 6mm thick H.D.P.E pipe. -- 3mt (1.5+1.5) Earth work excavation:0.8 mtr x 0.8 mtr x 1.3mtr Crushed stone sand ( M-Sand) filling: 0.6 mtr x 0.6 mtr x 1.2 mtr Base PCC 1:3:6 : 0.8 mtr x 0.8 mtr x 1.2 mtr Centering for PCC: 0.675 mtr x 1 mtr x 4nos. PCC 1:1.5:3 ( M16 ): 0.458 Sq.mtr x 1 mtr Vendor Rate
20
170000
8500
Supply and fixing of 63 Amp 415 V Metal Clad TPN rewireable type switch fuse unit on angle bracket / pole complete in all respects as per direction of E/I. Sl.No.316/18.Cat-B
60
239400
3990
Supply and erection of Over head line with GI wire on 8 to 4 SWG on pole including binding etc complete in all respects Sl.No.628/18
1500
99000
66
Making connection of each light fitting by 1.5 Sqmm 3 core flexible coppper cable from pole connection box to light fitting etc all complete as per direction of Engineer-in-charge (Analyzed)
120
103200
860
Supply and laying of 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.Sl No.501
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16 Sqmm x 4 Core
4872
1671096
343
25 Sqmm X 3.5 core
4872
1817256
373
Supply and fixing of plain or pin type copper tin plated cable socket ( lug ) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the E/I. Sl N 504
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-
16sqmm
2600
54600
21
25 sqmm
2600
70200
27
Supply, laying, joining,testing and commissioning of ISI marked HDPE piper ( PE80) 63 mm dia as per IS 4984 including trasnportation up to the site jointing by butt welding providing and fixing all fittings i.e bends,tees,couples junction,tapers,reducers,adoptors end caps,flange with nut & bolts for fixing of apputenances complete in all respect as per direction of Engineer-in-charge ( supreme make)
2346
577116
246
Supply & Fxing of 40 A automatic street light cubicle control panel with anti corrosive alakli and acid proof paint consisting of time switch TSO 100 series with contractors,HRC fuses,isolating switch metering isntrument & instrument box with CTs etc , in case of TPN,Complete in alll respect as per direction of Engineer- in-charge sl No. 807/18 e(ii)
20
586000
29300
Supply and burying of earth rod 20 mm dia in to 2.5 mtr long including GI wire 7/16 SWG to connect earth rod to earth clamp on pole 3 mtr long steel conduit to carry earth wire along the pole A.R/2018( File No.15/18-19)
90
45000
500
Supply and fixing of 6 Amp to 32 Amp DPMCB (10 KA) C Curve etc complete in all respect as per directions of Engineer-in Charge Sl No: 1009/18.CAT-A
90
66600
740
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