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Upgradation Of Phase-1 Lot 1 Roads Consisting Of Foothpaths , Median , Road Markings , Traffic Signages , Bus Shelter , Street Landscaping , Electrical Works , Swd And Misc Works . , Silvassa-Dadra And Nagar Haveli

smart city mission has published Upgradation Of Phase-1 Lot 1 Roads Consisting Of Foothpaths , Median , Road Markings , Traffic Signages , Bus Shelter , Street Landscaping , Electrical Works , Swd And Misc Works . . Submission Date for this Tender is 05-11-2020. Electrical Maintenance Tenders in Silvassa Dadra And Nagar Haveli. Bidders can get complete Tender details and download the document.




Tender Notice

25643741
Upgradation Of Phase-1 Lot 1 Roads Consisting Of Foothpaths , Median , Road Markings , Traffic Signages , Bus Shelter , Street Landscaping , Electrical Works , Swd And Misc Works .
Open Tender
Indian
Dadra And Nagar Haveli
Silvassa
05-11-2020

Tender Details

Upgradation Of Phase-1 Lot 1 Roads Consisting Of Foothpaths , Median , Road Markings , Traffic Signages , Bus Shelter , Street Landscaping , Electrical Works , Swd And Misc Works .

Key Value

Document Fees
INR 10000 /-
EMD
INR 3383245.0 /-
Tender Value
INR 23.83 Crore /-

BOQ Items

Name of Work: Up-gradation of Phase I (Lot-I) Existing SMC Roads consisting of Foot path, Median, Road Markings, Traffic signage, Bus Shelter, Street Landscaping works, electrical works, Storm water drainage and other Miscellaneous works under Smart City Mission for Silvassa Smart City
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Road Works
2 1.01 Removing asphalt courses by milling machince in layers including transporting the removed materials outside the MbPT Estates complete as directed.\nA) For milling depth upto 55mm \nB) For subsequent each 5mm depth\nAs per Mumbai Port Trust SOR-2011 Item No.50 Page No-63 BI01010001010000000000000515BI0100001114 10934.4 Sqm.
3 1.02 Box cutting the Road surface to proper slope and camber for making a base for road work incl. removing the excavated stuff and depositing on the road side slope us directed upto 50 Mt.lead. BI01010001010000000000000515BI0100001115 26309 Cu.m
4 1.03 Carriage of earth.3 km (upto 10 ton) BI01010001010000000000000515BI0100001116 26309 Cu.m
5 1.04 Earth work in embankment including breaking clods,dressing with rolling and consolidation of subgrade in layers at OMC to required dry density incl. filing the depression which occur during the process of power roller of 8 to10 T brought from outside etc.complete as directed by engineer in charge. (With CBR more than 8%) BI01010001010000000000000515BI0100001117 9139.98 Cu.m
6 1.05 Providing, laying, spreading and compacting graded stone aggregate material in sub base course including mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed. BI01010001010000000000000515BI0100001118 6093.3 Cu.m
7 1.06 Providing & Laying of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge. BI01010001010000000000000515BI0100001119 10998.3 Cu.m
8 1.07 Providing & applying evenly Priming Tack Coat on WMM surface with Emulsion RS1 @ 9/10 m2 including coat asphalt heating and the cost of spraying unformly complete as directed. BI01010001010000000000000515BI0100001120 41011.5 Sqm.
9 1.08 Providing & laying compacted thick dense graded bituminous macadam (DBM) Grade-5 in Single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat(VG-40) at the rate of 2.5 kg / 10 m2 in each using crushed aggregates of specified grading . premixed with bituminous content @ min 4.5% (VG-40) by weight of total mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to acheive the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.\n( Assume density = 2.40gms/cm3) BI01010001010000000000000515BI0100001121 8811.14 MT
10 1.09 Providing and laying Bituminous Concrete using crushed stone aggregate BT chips as per required gradation and using VG-40 as a tack coat @ 2.5 kg / 10 sq.m and the VG-40 grade asphalt at min 5.40 % (i.e. 54 kg/MT) by total weight of mix hot laid process using TPH batch mix type plant including heating and mixing asphalt & materials by batch mix process transporting the mix and laying by hydrostatic paver finisher including consolidation with vibratory roller & PTR including cost of material labour machinary equipment and fuel, oil. Lubricant for plant and machinary using contractor's own plant and machinanes etc complete. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design. \n[Assume Density=2.45 gms/cm3] BI01010001010000000000000515BI0100001122 4006.94 MT
11 1.1 Applying bituminous paint VG-40 @ 6 kg / 10 sq.mt incl heating the bitumen and sparying by tanker etc completed BI01010001010000000000000515BI0100001123 40887.1 Sqm.
12 1.11 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 & finished surface to be level, uniform and free from streaks and holes. (As per Government letter No.SOR 102003/94/S-1/ Dated.20-7-2004) BI01010001010000000000000515BI0100001124 2755.3 Sqm.
13 1.12 Providing and laying controlled cement concrete M.25 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete. (more than 10 ton) (For locking paverblocks) BI01010001010000000000000515BI0100001125 56.527 Cu.m
14 1.13 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge.(B) High Intensity Grade.. BI01010001010000000000000515BI0100001126 54 Nos.
15 1.14 Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre treated with phospheting process & acid eteching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade ... BI01010001010000000000000515BI0100001127 38 Nos.
16 1.15 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and whitebends. the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(B) High Intensity Grade. 22 Nos.
17 1.16 Parking Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 60 x 60cms. sequare plus 60 x 20cms rectangular additional plate as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade .. 3 Nos.
18 1.17 Place identification Sign: Provding and Fixing sign boards made out of 2mm aluminium sheet; size 150x90cms. Rectangle as per the design of IRC-67 -1997 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T Specification; letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50x50x5mm 75x75x6mm as required; painted with best quality epoxy coating in black and white bends. the details of symbol or inscription/numerals for each board shall be as per the instruction of engineer in charge. The fixing at the ste shall be in 1:2:4 CC block of size 45X45X60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B) (High intensity grades) 14 Nos.
19 1.18 Hazard Marker Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 30cms. rectangle as as per the design/drawing attached (IRC) pretreated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm & 50 x 50 x 5mm painted with best quality epoxy coatings The fixing at site shall be in 1:2:4 CC block of size 45x45x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(B)High Intensity Grade . 32 Nos.
20 1.19 Providing and fixing Junction board of M.S. plates and angles as per standard I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting figuring and lettering on board etc. complete. C.C. 1:4:8 with necessary excavation painting figuring and lettering on board etc. complete. 8 Nos.
21 1.2 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine injuction high compressed molding with reflector made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each unit for fixing. (High Intensity grade) 1698 Nos.
22 1.21 Supplying and installation of Heavy duty Rubberised speed bump 50 to 80 mm high above ground level with fabricated pannels of yellow and black colour of load capacity 60 Tonn of size 400X500X50 mm. 153 Rmt
23 1.22 Raising the manhole to the required heigh t( up to road top lvel- RTL), by cleaning the road surface, dismantling the BBM and safely removing the cover and frame,re-constructing the wall with BBM including plaster on both sides and concreting with C.C.1:2:4 up to the required height including re-fixing the frame and cover , curng etc,complete as per the directions of the Enginner-in-charge. 102 Nos.
24 1.23 Road painting with Acrylate Based Coloured Slurry Seal on Bituminous Surface (Providing and laying of ShaliSeal® CSS A coloured slurry 1.5 mm thick @ 3.2 kg/sqm area, thickness of 1.5 mm is as directed .The finished surface to be level, uniform and free from streaks and holes.)red height including re-fixing the frame and cover , curng etc,complete as per the directions of the Enginner-in-charge. 531.667 Sqm.
25 2 Visual Improvement, Landscape, Hard Scape, Beautification Works including Bus Shelter
26 2.01 PAVEMENT AND VISUAL IMPROVEMENT WORKS-\nExcavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil. 4788.37 Cu.m
27 2.02 Filling in foundation and plinth with murrum or selected soil in layers of 20cm. thickness including watering, ramming and consolidating etc. complete. (upto 10 ton). 1892.43 Cu.m
28 2.03 Disposing of available Excavated Stuff up to 5.0km lead including spreading/filling and levelling to gradient camber as directed with all lead and lift and on road side embankment with breaking clods dressing etc. complete as directed by Engineer-in-Charge. 4788.37 Cu.m
29 2.04 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton) 924.076 Cu.m
30 2.05 Gravel Filling below Paver block-Collecting, carting of unscreened gravel at site of work including spreading in required layers, watering and consolidation the same with vibratory roller etc. complete and as directed by Engineer in charge. 3054.03 Cu.m
31 2.06 BRICK WORKBrick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(C) Fly Ash Bricks (more than 10 ton) 43.15 Cu.m
32 2.07 Extra for brick work in superstructure above plinth level upto floor two level(C) Fly Ash Bricks 42.625 Cu.m
33 2.08 PAVING & FLOOR FINISHESProviding and fixing pre-cast concrete kerb stone of grey cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete.The makes of the Paving & Floor finishes shall be like Vyara,Ace Infracon or as per approved make list of PWD or as approved by Chief Technical office (CTO). 5120.66 Rmt
34 2.09 Providing and fixing of RCC median wall in M250 grade cement concrete, in fe-500 steel of minimum thickness of 150mm and overall height of 775mm, including reinforcement steel, shuttering etc complete, as per median section shown on tender drawing and as directed by engineer-in-charge. 3511.53 Cu.m
35 2.1 Paver Block:Providing and fixing pre-cast rubber Dye interlocking concrete block 60mm thick with grade of concrete M250 pnumatic compresses by mechanically presses and as per approved design including 75mm Sand layer for levelling and filling the joint with sand in proper lone and level etc. complete. 8111.18 Sqm.
36 2.11 COBBLE STONE:Providing and supply of Granite Cobble Stones of Size: 4”x4”x2 to 3” of color White Grey & Grey with all specifications.Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of pavar surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Makes of: Kataria Cera N Stones or equivalent. 1418.08 Sqm.
37 2.12 Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (A) 25mm thick (upto 10 ton) 175 Sqm.
38 2.13 Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (upto 10 ton) 166 Sqm.
39 2.14 PLASTERING & POINTING20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete. 250 Sqm.
40 2.15 WHITE WASHING COLOR WASHING DISTEMPERING & OTHER FINISHINGFinishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials. 3606.67 Sqm.
41 2.16 TACTILE FLOORING-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 groutingthe joints with white cement mixed with matching pigments etc.complete as per direction of Engineer-in-Charge. 1577.03 Sqm.
42 2.17 DEMOLITION & DISMANTLINGDemolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar. 60 Cu.m
43 2.18 Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work 303.102 Cu.m
44 2.19 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. 5607.33 Rmt
45 2.2 Taking out existing CC interlocking paver blocks 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 metre lead as per direction of Engineer-in-Charge. 9632.71 Sqm.
46 2.21 Dismentling steel work including distempering and stacking the materials with all lead and lift. 26160.9 Kg
47 2.22 Dismentling barbed wire in fencing including making rolls and also including dismentling fencing posts including all earth work concrete in base and making good the disturbed ground stacking useful materials as directed and disposing as directed and disposing of the unserviceable materials with all lead and lift. 770 Rmt
48 2.23 HORTICULTURAL DEVELOPMENT WORK \nSupplying and stacking of good earth at site including royalty and carriage\nupto 5 km lead complete (earth measured in stacks will be reduced by\n20% for payment). 1702.83 Cu.m
49 2.24 Labour for Spreading and mixing the manure evenly with top 8 to 10 C.M of Prepared area at the rate of 5 cu.m per 100 sq.m area(Rate for 1 cu.m of manure) 278.805 Cu.m
50 2.25 Excavation pits of 60 cm. x 60 cm. x 60 cm. size at specified spots. 8371.07 Nos.
51 2.26 PLANTING TREES AND SHRUBS : After excavating pits of the size 60 cm x 60 cm x 60 cm. refillings the same by providing and mixing Farm Yard Manure at the rate of 0.06 cu.m per pit , providing and planting well grown sapling of specified variety and maintaining till well established. Tree height 2.5 to 3 feet and Shrub height 1.5 to 2.0 feet. Bag size 8'x10' (about 45 days) complete. 8371.07 Nos.
52 2.27 Supplying of Shrub/Creepers/Ficus/Indoor PlantsSupply NERIUM (Karen) of Bag size 7"x8"(Item No-300) - LIGHT PINK FLOWERS 1759.1 Nos.
53 2.28 Supply NERIUM (Karen) of Bag size 7"x8"(Item No-300) - WHITE FLOWERS 1026.53 Nos.
54 2.29 Supply NERIUM (Karen) of Bag size 7"x8"(Item No-300) - DARK PINK FLOWERS 1750 Nos.
55 2.3 Supply TABERNAEMONTANA VARIEGATED (Chadni varigated) of Bag size 7"x8"(Item No-307) 660 Nos.
56 2.31 Supply THEVETIA NERIFOLIA (Yellow karen) of Bag size 7"x8"(Item No-309) 2394.43 Nos.
57 2.32 Supply CEASELPHINEA PULCHERIMA (Gultora) of Bag size 7"x8"(Item No-269) - YELLOW FLOWERS 220 Nos.
58 2.33 Supply ALSTONIA SCHOLAIRS (Saptparni)of Bag size 21"x21"(Item No-28) 82 Nos.
59 2.34 Supply PLUMERIA ASSORTED VARITIES (Champa) of Bag size 21"x21"(Item No-172) - RUBRA. 101 Nos.
60 2.35 Supply PLUMERIA ASSORTED VARITIES (Champa) of Bag size 21"x21"(Item No-172) - ALBA 83 Nos.
61 2.36 Supply CORDIA SEBESTINA ( Cordia) of Bag size 21"x21"(Item No-79) 32 Nos.
62 2.37 Supply TABEBUIA ROSEA ( pentaphylla) of Bag size 21"x21"(Item No-196) 175 Nos.
63 2.38 Supply PELTOPHORUM of Bag size 21"x21"(Item No-164) 88 Nos.
64 2.39 Maintenance of flowering plants and shrubs in central verge for one year. 2.485 Km
65 2.4 Providing pure doob (Dharo) Grass Suckers and Planting the same at a distance of 8 to 10 cm.both ways and maintaining the same till well established (about 45 days)(Item No-3) 100.82 Sqm.
66 2.41 BENCH-Providing and fixing Precast Glass Fibre Reinforce Concrete bench of 0.45x0.45x 1.3 m lenght of minimum 75 mm thickness, weight 95kg with wooden top with antitermite treatment and varnish with expose smooth concrete finish and weatherproof coating with 8 MPa flexural strenght and compressive strengh of 25 MPa, UV resistant stabilise colour as per Architects choice including fixing, cleaning surfaces and including cost of loding -unloading and placing with crane.The Makes of Benches shall be like AryaPrecast,Real Ferro or as per the make list of PWD or as approved by Chief Technical Officer (CTO). 73 Nos.
67 2.42 TREE GRATING: Supply and instalation of Oppo Cast Iron Tree Grate\nThe Oppo Tree Grates are perforated with flora motifs and available in 3 shapes: Circular|Square| Rectangular,\nLaser cut steel sheet galvanised and powder\ncoated frames 40 x 30 x4mm galvanised L-Profile\nsteel with brackets,\nCircular: Ø1200mm (with 400mm diameter Hole), The Makes of Tree grating shall be like Chevron.inc or equivalent or as per the make list of PWD or as approved by Chief Technical Officer (CTO). 232 Nos.
68 2.43 BOLLARDS-Providing and fixing Bollard of Size 950mm Height with 200mm Dia. with M 20 concrete. with exposed finish, with integrated Colour pigment, shade as specified. 1285 Nos.
69 2.44 WASTE BINS-Providing and Fixing Precast Concrete dustbin of 600x600x1000 LBH single cast mono element with terrazzo Texture finish made of Full Depth Terrazzo mix High Performance GlassFiber Reinforced Concrete 12 MPa flexural strength and 40MPa Compressive Strength, UV resistant stabilise colour pigment, colour as per Architects choice including fixing, cleaning surfaces and complete and including cost of loading -unloading and placing with crane. 92 Nos.
70 2.45 Provisional Cost for Manufacturing of export class FRP sculpture with Metal frame inside. The Sculpture shall have stone finish. Design of the Sculpture shall be as mutually agreed \nSculpture description -Modern Shell Sculpture\nUnit- per Meter height of scupture Including Installation & Transportation charges.Including Cost of Installation material like Cement, sand, stone chips & labour for the sculpture : 5% of Sculpture cost 9 Rmt
71 2.46 Cutting of trees, incluging cutting of Trunks, Branches and removal (cutting of trees, including cutting of trunks, branches and removal of stmps, roots, stacking of serviceable material with all lifts and upto lead 1000 mrts and earth filling in the depression/pit)\nGirth size form 600mm to 900mm 31 Nos.
72 2.47 Cutting of trees, incluging cutting of Trunks, Branches and removal (cutting of trees, including cutting of trunks, branches and removal of stmps, roots, stacking of serviceable material with all lifts and upto lead 1000 mrts and earth filling in the depression/pit)\nGirth size above 1800 mm 13 Nos.
73 2.48 Design, fabrication, supply and installation of Stainless Steel (Grade 304) Bus Shelter structure of hollow tubes, channels, plates,roofing ( Polycarbonate Sheet), backing ACP panel or SS Sheet for Advertisement,perforated SS sheet etc, including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary welding stainless steel nuts and bolts, including Twin Bin SS dust bins, Seating Bollards, LED Backlit Advertisement Glow Sign Board of size 1200 mm x 8300 mm , Acrylic Sheet for Route Board, Degital Information board,Mobile charging point and required foundation complete. \nSize : The Bus Shelter shall be 2.0 m wide x 6.0 m long. Minimum clear headway under it should be 2.2 m. 14 Nos.
74 2.49 Design, manufacturing, Supply,  erection, installation, testing and commissioning of Roof top grid tie solar PV power generation plant with standard length of wires of capacity 1 kWp on the roof of Bus shelter. The solar power plant shall consist of required no of SPV Panels, string type grid tied invertor, AC Distribution Board, AC & DC Cables, Earthing system, Lightning Arrestor system and with all other electrical items as necessary required for completion. The job shall be including of all necessary civil works, providing of module mounting structure and others as required. 14 kWp
75 3 Storm Water Drain Works
76 3.01 Dismantling Existing SWD-Demolition including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift (i) R.C.C work 3380.4 Cu.m
77 3.02 Filling in foundation and plinth with murrum or selected soil in layers of 20cm thickness including watering, ramming and consolidating etc. complete. (more than 10 ton) 8497.8 Cu.m
78 3.03 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 0 to 1.5m\nLoose or soft soil 6584.31 Cu.m
79 3.04 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 0 to 1.5m\nDense or Hard soil 6584.31 Cu.m
80 3.05 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.\nExcavation 0 to 1.5m\nHard Murrum 3292.16 Cu.m
81 3.06 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.\nExcavation 1.5 to 3m\nDense or Hard soil 479.82 Cu.m
82 3.07 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.\nExcavation 1.5 to 3m\nHard Murrum 2399.1 Cu.m
83 3.08 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.\nExcavation 1.5 to 3m\nSoft rock not requiring Blasting 1439.46 Cu.m
84 3.09 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 1.5 to 3m\nHard Rock 479.82 Cu.m
85 3.1 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.\nExcavation 3 to 4.5m\nHard Murrum 68.156 Cu.m
86 3.11 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.\nExcavation 3 to 4.5m\nSoft rock not requiring Blasting 170.391 Cu.m
87 3.12 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.\nExcavation 3 to 4.5m\nHard Rock 102.235 Cu.m
88 3.13 Wooden Shoring -Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m 19752.7 Sqm.
89 3.14 Gravel Filling Below Drain Raft-Collecting, carting of unscreened gravel at site of work including spreading in required layers, watering and consolidation the same with vibratory roller etc. complete and as directed by Engineer in charge. 1721.44 Cu.m
90 3.15 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. 6270.08 Cu.m
91 3.16 PCC- 100 mm thk Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat aggregate 40mm normal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton) 914.585 Cu.m
92 3.17 RCC Raft- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(A) Foundations, footings, Base of columns and Mass concrete. (upto 10 ton). 1636.34 Cu.m
93 3.18 RCC Wall- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(B) Walls, from top of foundation level upto floor two level (upto 10 ton) 3299.47 Cu.m
94 3.19 RCC Slab- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(C) Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto floor\ntwo level. (upto 10 ton) 1636.34 Cu.m
95 3.2 Steel /Reinforcement- Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton). The Makes of the Steel shall be like SISCOL / SAIL / TISCON / RINL/ Tulsyan/ TATA /JINDAL or as approved by Chief Technical Officer (CTO) 397607 kg
96 3.21 Raft Side Shuttering- ShutteringProviding formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M. and removal of the same for in situ reinforced concrete and plain concrete work in. \n(A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto 10 ton) 2217.15 Sqm.
97 3.22 Wall Shuttering- Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work & Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (C)Vertical surface such as walls (anythickness) partitions & lime including attached pilasters buttresses plinth & string course & like. (upto 10 ton) 32821.9 Sqm.
98 3.23 Slab Shuttering-Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work & Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (B)Flat surfaces such as soffits of slabs Landings and the like. (1) Floors etc. upto 200mm in thickness. (upto 10 ton) 5763.5 Sqm.
99 3.24 Slab Edges--Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (I) Edges of slabs and Breaks in floors and walls. (upto 10 ton) 2217.15 Sqm.
100 3.25 Constructing RCC chamber of internal dimension (300L X 300B x 400D mm) along the road edges for inlet to stormwater drain in M25 cement concrete and with Fe-500 steel reinforcement including heavy Duty GI Frame & grating with hinge, weight of cover with frame to be not less than 17Kg. (Wt. of cover 10 Kg. and Wt. of frame 7Kg. ), including laying & fixing of 200mm dia Upvc inlet pipe in proper gradient so as to discharge rain water in adjasent storm water drain properly. Chamber have to constructed over well compacted subgrade and over base of PCC in cement concrete 1:3:6. all shall have to be to the satisfaction of Engineer-incharge and as per typical section tender drawing. 406 Nos.
101 3.26 MS Footsteps- Providing and fixing plastic encapsulated M.S. foot rest 30x20x15 cm 1397 Nos.
102 3.27 Drain Pipes for inlet to Storm Drains- Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete. \nUPVC Test Pressure 6 Kg/cm2 - Size - 200mm 304.5 Rmt
103 3.28 Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code.\nUPVC Test Pressure 6 Kg/cm2 - Size - 200mm 304.5 Rmt
104 3.29 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Frame suitable for 50cm opening of MH 214 Nos.
105 3.3 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Cover suitable for 50cm opening of MH 214 Nos.
106 3.31 Labour for fixing precast R.C.C. Cover and frame 214 Nos.
107 3.32 Disposing of available Excavated Stuff up to 5.0km lead including spreading/filling and levelling to gradient camber as directed with all lead and lift and on road side embankment with breaking clods dressing etc. complete as directed by Engineer-in-Charge.. 15329.7 Cu.m
108 4 Sewer Tap-Off Arrangement Works
109 4.01 Dismantling and Demolishing -Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. 381.353 Sqm.
110 4.02 Providing and laying rough chiseled dressed stone flooring over 20mm average thick base of cement mortar 1:5 (1-Cement : 5- coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse sand) including pointing with cement mortar 1:2 (1-cement : 2-stone dust) etc. complete. (A) 25mm thick (upto 10 ton) 381.353 Sqm.
111 4.03 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 0 to 1.5m 564.941 Cu.m
112 4.04 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 1.5 to 3m 279.597 Cu.m
113 4.05 Excavation for RCC Pipe: Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.\nExcavation 0 to 1.5m 782.1 Cu.m
114 4.06 Excavation for RCC Pipe: Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.\nExcavation 1.5 to 3m 209.22 Cu.m
115 4.07 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. - Around RCC chamber 545.195 Cu.m
116 4.08 Refilling of sand In Pipe trench-Providing bedding incl. ramming, watering, levelling, consolidating etc. Complete as per standard and instruction of engineer incharge 566.723 Cu.m
117 4.09 PCC- 100 mm thk Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat aggregate 40mm normal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton) 17.881 Cu.m
118 4.1 RCC Raft- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(A) Foundations, footings, Base of columns and Mass concrete. (upto 10 ton). 22.86 Cu.m
119 4.11 RCC Wall- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(B) Walls, from top of foundation level upto floor two level (upto 10 ton) 103.784 Cu.m
120 4.12 RCC Slab- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(C) Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto floor two level. (upto 10 ton) 9.026 Cu.m
121 4.13 Raft Side Shuttering- ShutteringProviding formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M. and removal of the same for in situ reinforced concrete and plain concrete work in. \n(A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto 10 ton) 69.51 Sqm.
122 4.14 Wall Shuttering- Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work & Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in \n(C) Vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. (upto 10 ton) \n 1213.1 Sqm.
123 4.15 Slab Shuttering-Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work\n& Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (B)Flat surfaces such as soffits of slabs Landings and the like. (1) Floors etc. upto 200mm in thickness. (upto 10 ton) 73.89 Sqm.
124 4.16 Slab Edges--Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (I) Edges of slabs and Breaks in floors and walls. (upto 10 ton) 69.51 Sqm.
125 4.17 Steel /Reinforcement- Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton). The Makes of the Steel shall be like SISCOL / SAIL / TISCON / RINL/ Tulsyan/ TATA /JINDAL or as approved by Chief Technical Officer (CTO) 8140.18 Kg
126 4.18 Providing and supplying 150mm Dia DWC Pipe-Providing and supplying of class SN8 structured wall polyethelene piping system (Pipe with on-line/ off-line coupler and elasomeric sealing ring) with non smooth external annular corrugated and smooth internal surfaces (Double wall for non pressure underground sewerage & drainage application as per IS 16098 (P2) including all local and central taxes transportation , freight charges octroi,inspection charges loading unloading conveyance to the departmental stores etc., complete (ID dia) 150mm DWC Pipe -Connection of Inspection Chamber to Manhole 946 Rmt
127 4.19 L,L& J of Corruguated-Loweing,laying and jointing class SN8 structured wall (External annular corrugated & Smooth internal surface Polyethelene piping and fittings with the help of coupler ( online/ off line) attached with one end of pipe sliding over the elastomeric seling rubber ring placed on the specified valley of the corrogation at the spigot end, lowering the same in to the trench laying on the loer bedding ( constructed at bottom of trenches at prescribed gradient ,depth and alignment testing the water tightness of the joints ,ensuring the continuity tests of specified pipe segments etc., complete as per drawing ,specifications & detailed engineering ,including carriage of pipes & fittings from site stacks to the place of laying etc., as per the direction of Engineer-in -Charge. DWC HDPE pipes (Non pressure underground sewerage & Drainage applications)- \n150mm DWC Pipe -Connection of Inspection Chamber to Manhole 0 to 1.5m 946 Rmt
128 4.2 Making connection of drain or sewer line of size 100 to 230mm external dia with existing / new manhole including breaking into and making good the walls, floors with cement concrete M15 with 20mm and downsize granite metal, cement plastered on both sides of mix 1:3, finished with a floating coat of neat cement, and making necessary channels for the drain, including cost of materials, labour charges, curing complete as per specifications. 86 Nos.
129 4.21 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Frame suitable for 50cm opening of MH 86 Nos.
130 4.22 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Cover suitable for 50cm opening of MH 86 Nos.
131 4.23 Labour for fixing precast R.C.C. Cover and frame 86 Nos.
132 4.24 Excavation for RCC Pipe: Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified.\nExcavation 0 to 1.5m 648 Cu.m
133 4.25 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. 443.096 Cu.m
134 4.26 Providing and supplying 150mm Dia DWC Pipe-Providing and supplying of class SN8 structured wall polyethelene piping system (Pipe with on-line/ off-line coupler and elasomeric sealing ring) with non smooth external annular corrugated and smooth internal surfaces (Double wall for non pressure underground sewerage & drainage application as per IS 16098 (P2) including all local and central taxes transportation , freight charges octroi,inspection charges loading unloading conveyance to the departmental stores etc., complete (ID dia) 150mm DWC Pipe -Connection of Inspection Chamber to Manhole 900 Rmt
135 4.27 L,L& J of Corruguated-Loweing,laying and jointing class SN8 structured wall (External annular corrugated & Smooth internal surface Polyethelene piping and fittings with the help of coupler ( online/ off line) attached with one end of pipe sliding over the elastomeric seling rubber ring placed on the specified valley of the corrogation at the spigot end, lowering the same in to the trench laying on the loer bedding ( constructed at bottom of trenches at prescribed gradient ,depth and alignment testing the water tightness of the joints ,ensuring the continuity tests of specified pipe segments etc., complete as per drawing ,specifications & detailed engineering ,including carriage of pipes & fittings from site stacks to the place of laying etc., as per the direction of Engineer-in -Charge. DWC HDPE pipes (Non pressure underground sewerage & Drainage applications)- \n150mm DWC Pipe -Connection of Inspection Chamber to Manhole 0 to 1.5m 900 Rmt
136 4.28 Bedding to DWC Pipe-Providing bedding incl. ramming, watering, levelling, consolidating etc. Complete as per standard and instruction of engineer incharge, with Murrum brought from outside inclduing all lead 108 Cu.m
137 5 Gas Tap-Off Arrangement Works
138 5.01 Dismantling and Demolishing -Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. 148 Sqm.
139 5.02 Providing and laying rough chiseled dressed stone flooring over 20mm average thick base of cement mortar 1:5 (1-Cement : 5- coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse sand) including pointing with cement mortar 1:2 (1-cement : 2-stone dust) etc. complete. (A) 25mm thick (upto 10 ton) 148 Sqm.
140 5.03 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 0 to 1.5m 490.62 Cu.m
141 5.04 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 1.5 to 3m 171.31 Cu.m
142 5.05 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. - Around RCC chamber 384.06 Cu.m
143 5.06 Refilling Sand in Chamber- Providing and filling sand below R.C.C. Raft in Layers including ramming and watering complete. 122.378 Cu.m
144 5.07 PCC- 100 mm thk Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat aggregate 40mm normal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton) 17.316 Cu.m
145 5.08 RCC Raft- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(A) Foundations, footings, Base of columns and Mass concrete. (upto 10 ton). 23.569 Cu.m
146 5.09 RCC Wall- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(B) Walls, from top of foundation level upto floor two level (upto 10 ton) 95.183 Cu.m
147 5.1 RCC Slab- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(C) Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto floor two level. (upto 10 ton) 10.11 Cu.m
148 5.11 Raft Side Shuttering- ShutteringProviding formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M. and removal of the same for in situ reinforced concrete and plain concrete work in. \n(A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto 10 ton) 65.86 Sqm.
149 5.12 Wall Shuttering- Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. \n(C) Vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. (upto 10 ton) \n& Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (C)Vertical surface such as walls (anythickness) partitions & lime including attached pilasters buttresses plinth & string course & like. (upto 10 ton) 1087.8 Sqm.
150 5.13 Slab Shuttering-Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness. (upto 10 ton)\n& Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (B)Flat surfaces such as soffits of slabs Landings and the like. (1) Floors etc. upto 200mm in thickness. (upto 10 ton) 74.093 Sqm.
151 5.14 Slab Edges-Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (I) Edges of slabs and Breaks in floors and walls. (upto 10 ton) 65.86 Sqm.
152 5.15 Steel /Reinforcement- Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton). The Makes of the Steel shall be like SISCOL/SAIL/TISCON /RINL /Tulsyan /TATA/JINDAL or as approved by Chief Technical Officer (CTO) 11748.4 Kg
153 5.16 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nHeavy duty_Frame suitable for 50cm opening of MH 37 Nos.
154 5.17 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nHeavy duty_Cover suitable for 50cm opening of MH 37 Nos.
155 5.18 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Frame suitable for 50cm opening of MH 37 Nos.
156 5.19 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Cover suitable for 50cm opening of MH 37 Nos.
157 5.2 Labour for fixing precast R.C.C. Cover and frame 74 Nos.
158 6 Water Tap-Off Arrangement Works
159 6.01 Dismantling and Demolishing -Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. 336.14 Sq.m
160 6.02 Providing and laying rough chiseled dressed stone flooring over 20mm average thick base of cement mortar 1:5 (1-Cement : 5- coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse sand) including pointing with cement mortar 1:2 (1-cement : 2-stone dust) etc. complete. (A) 25mm thick (upto 10 ton) 336.14 Sq.m
161 6.03 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 0 to 1.5m 945.175 Cu.m
162 6.04 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 1.5 to 3m 175 Cu.m
163 6.05 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. - Around RCC chamber 568.68 Cu.m
164 6.06 Refilling Sand in Chamber- Providing and filling sand below R.C.C. Raft in Layers including ramming and watering complete. 261.576 Cu.m
165 6.07 PCC- 100 mm thk Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat aggregate 40mm normal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton) 39.942 Cu.m
166 6.08 RCC Raft- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(A) Foundations, footings, Base of columns and Mass concrete. (upto 10 ton). 55.15 Cu.m
167 6.09 RCC Wall- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(B) Walls, from top of foundation level upto floor two level (upto 10 ton) 147.63 Cu.m
168 6.1 RCC Slab- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(C) Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto floor two level. (upto 10 ton) 28.27 Cu.m
169 6.11 Raft Side Shuttering- ShutteringProviding formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M. and removal of the same for in situ reinforced concrete and plain concrete work in. \n(A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto 10 ton) 125.72 Sq.m
170 6.12 Wall Shuttering- Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work & Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (C)Vertical surface such as walls (anythickness) partitions & lime including attached pilasters buttresses plinth & string course & like. (upto 10 ton) 1676.64 Sq.m
171 6.13 Slab Shuttering-Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work & Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (B)Flat surfaces such as soffits of slabs Landings and the like. (1) Floors etc. upto 200mm in thickness. (upto 10 ton) 206.64 Sq.m
172 6.14 Slab Edges-Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (I) Edges of slabs and Breaks in floors and walls. (upto 10 ton) 125.72 Sq.m
173 6.15 Steel /Reinforcement- Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton). The Makes of the Steel shall be like SISCOL/SAIL/TISCON /RINL /Tulsyan /TATA/JINDAL or as approved by Chief Technical Officer (CTO) 20927.9 Kg
174 6.16 Labour charges - Hole Driller-\nDrilling of holes in 250 mm thick in a RCC wall, Main SWD Inlets ( 150-300 mm dia) 224 Nos.
175 6.17 Providing and supplying of class SN8 structured wall polyethelene piping system (Pipe with on-line/ off-line coupler and elasomeric sealing ring) with non smooth external annular corrugated and smooth internal surfaces (Double wall for non pressure underground sewerage & drainage application as per IS 16098 (P2) including all local and central taxes transportation , freight charges octroi, inspection charges loading unloading conveyance to the departmental stores etc., complete (ID dia) 149.8 Rmt
176 6.18 Providing and supplying ISI mark G. I. pipes with Couplings of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS -1239) (Not for well/tube well column pipe) \n(Heavy Duty) 80 mm dia GI Heavy duty 196 Rmt
177 6.19 Providing and supplying ISI mark G. I. pipes with Couplings of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS -1239) (Not for well/tube well column pipe) (Heavy Duty)\n25 mm dia GI Heavy Duty 112 Rmt
178 6.2 Providing and supplying ISI mark G. I. pipes with Couplings of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS -1239) (Not for well/tube well column pipe) (Heavy Duty)\n20 mm dia GI Heavy Duty 56 Rmt
179 6.21 Loweing,laying and jointing class SN8 structured wall (External annular corrugated & Smooth internal surface Polyethelene piping and fittings with the help of coupler ( online/ off line) attached with one end of pipe sliding over the elastomeric seling rubber ring placed on the specified valley of the corrogation at the spigot end, lowering the same in to the trench laying on the loer bedding ( constructed at bottom of trenches at prescribed gradient ,depth and alignment testing the water tightness of the joints ,ensuring the continuity tests of specified pipe segments etc., complete as per drawing ,specifications & detailed engineering ,including carriage of pipes & fittings from site stacks to the place of laying etc., as per the direction of Engineer-in -Charge.\nplacing & Fixing 100mm DWC Pipe -conduit from road side chamber to Property side chamber with RCC drain wall drilling 56 Rmt
180 6.22 Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar lined D. I. Pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer in-charge including hydraulic testing etc. comp.\n80 mm dia GI Heavy duty 196 Rmt
181 6.23 Lowering, laying and jointing G. I. pipes with G. I. specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing, etc. comple\n20mm & 25mm dia GI Heavy duty 168 Rmt
182 6.24 Providing and making flanged joints to flanged DI / C.I. pipes of all classes / specials etc. including cost of all jointing materials rubber packing, nut bolts, inclduing lowering laying jointing labour hydraulic testing etc. complete.\n80 mm dia GI Heavy duty 168 Nos.
183 6.25 Providing & fixing gun metal check or non return full-way wheel valve\n25 mm dia GI Heavy duty 112 Nos.
184 6.26 Providing & fixing gun metal check or non return full-way wheel valve\n20 mm dia GI Heavy duty 112 Nos.
185 6.27 Providng and fixing GI/ DI specials bend, tee, elbow,union, double nepple,flange end cap heavy duty for jointing etc complete as directed by engineer in charge.\n…..of Providing and supplying GI pipe with coupling 1 LS
186 6.28 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nHeavy duty_Frame suitable for 50cm opening of MH 56 Nos.
187 6.29 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nHeavy duty_Cover suitable for 50cm opening of MH 56 Nos.
188 6.3 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Frame suitable for 50cm opening of MH 56 Nos.
189 6.31 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Cover suitable for 50cm opening of MH 56 Nos.
190 6.32 Labour for fixing precast R.C.C. Cover and frame 112 Nos.
191 7 OFC Tap-Off Arrangement Works & Pipe Conduit for OFC future provision
192 7.01 Dismantling and Demolishing -Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. 112 Sqm.
193 7.02 Providing and laying rough chiseled dressed stone flooring over 20mm average thick base of cement mortar 1:5 (1-Cement : 5- coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse sand) including pointing with cement mortar 1:2 (1-cement : 2-stone dust) etc. complete. (A) 25mm thick (upto 10 ton) 112 Sqm.
194 7.03 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 0 to 1.5m 266.105 Cu.m
195 7.04 Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 1.5 to 3m 47.912 Cu.m
196 7.05 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. - Around RCC chamber 187.908 Cu.m
197 7.06 Refilling Sand in Chamber- Providing and filling sand below R.C.C. Raft in Layers including ramming and watering complete. 51.45 Cu.m
198 7.07 PCC- 100 mm thk Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- Graded brick bat aggregate 40mm normal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton) 10.759 Cu.m
199 7.08 RCC Raft- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(A) Foundations, footings, Base of columns and Mass concrete. (upto 10 ton). 12.43 Cu.m
200 7.09 RCC Wall- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(B) Walls, from top of foundation level upto floor two level (upto 10 ton) 41.895 Cu.m
201 7.1 RCC Slab- Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in \n(C) Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto floor two level. (upto 10 ton) 4.415 Cu.m
202 7.11 Raft Side Shuttering- ShutteringProviding formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M. and removal of the same for in situ reinforced concrete and plain concrete work in. \n(A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto 10 ton) 40.46 Sqm.
203 7.12 Wall Shuttering- Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work & Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (C)Vertical surface such as walls (anythickness) partitions & lime including attached pilasters buttresses plinth & string course & like. (upto 10 ton) 512.4 Sqm.
204 7.13 Slab Shuttering-Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work & Extra for Providing formwork with sheathing steel sheets so as to give a fair finish in (B)Flat surfaces such as soffits of slabs Landings and the like. (1) Floors etc. upto 200mm in thickness. (upto 10 ton) 43.75 Sqm.
205 7.14 Slab Edges-Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (I) Edges of slabs and Breaks in floors and walls. (upto 10 ton) 40.46 Sqm.
206 7.15 Steel /Reinforcement- Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton). The Makes of the Steel shall be like SISCOL/SAIL/TISCON /RINL /Tulsyan /TATA/JINDAL or as approved by Chief Technical Officer (CTO) 5405.05 Kg
207 7.16 Labour charges - Hole Driller-\nDrilling of holes in 250 mm thick in a RCC wall, Main SWD Inlets ( 150-300 mm dia) 112 Nos.
208 7.17 Providing and supplying of class SN8 structured wall polyethelene piping system (Pipe with on-line/ off-line coupler and elasomeric sealing ring) with non smooth external annular corrugated and smooth internal surfaces (Double wall for non pressure underground sewerage & drainage application as per IS 16098 (P2) including all local and central taxes transportation , freight charges octroi, inspection charges loading unloading conveyance to the departmental stores etc., complete (ID dia) 74.9 Rmt
209 7.18 Loweing,laying and jointing class SN8 structured wall (External annular corrugated & Smooth internal surface Polyethelene piping and fittings with the help of coupler ( online/ off line) attached with one end of pipe sliding over the elastomeric seling rubber ring placed on the specified valley of the corrogation at the spigot end, lowering the same in to the trench laying on the loer bedding ( constructed at bottom of trenches at prescribed gradient ,depth and alignment testing the water tightness of the joints ,ensuring the continuity tests of specified pipe segments etc., complete as per drawing ,specifications & detailed engineering ,including carriage of pipes & fittings from site stacks to the place of laying etc., as per the direction of Engineer-in -Charge.\nplacing & Fixing 100mm DWC Pipe -conduit from road side chamber to Property side chamber with RCC drain wall drilling 74.9 Rmt
210 7.19 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nHeavy duty_Frame suitable for 50cm opening of MH 28 Nos.
211 7.2 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nHeavy duty_Cover suitable for 50cm opening of MH 28 Nos.
212 7.21 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Frame suitable for 50cm opening of MH 28 Nos.
213 7.22 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nLight duty_Cover suitable for 50cm opening of MH 28 Nos.
214 7.23 Labour for fixing precast R.C.C. Cover and frame 56 Nos.
215 7.24 150mm Dia. Pipe Conduit for future OFC provision-Excavation for foundation including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead..\nExcavation 0 to 1.5m 2554 Cu.m
216 7.25 150mm Dia. Pipe Conduit for future OFC provision-Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. 2373.47 Cu.m
217 7.26 150mm Dia. Pipe Conduit for future OFC provision-Supply, Providing & laying of approved make Double walled corrugated pipes (DWC) of polyethylene (conforming to IS 14930 II) with necessary connecting accessories of same material at required depth for laying of ICT cables below ground/ road surface for enclosing cable and back filling the same to make ground as per original. 5108 Rmt
218 8 Electrical- Street Lighting Works
219 8.01 Decorative Street Light Pole with Double Arm Bracket- Supply, installation, testing and commissioning of following type of Decorative Chatsworth Street Light Pole with Decorative Cascade Bracket suitable for Pendant type street lighting luminaires (Both side). The architecturally designed pole shall be structurally sound. The pole shaft shall have swaged/ tubular cross section and shall be continuously tapered with single longitudinal welding. All pole sections are swaged and joined together using high end MIG welding process. All decorative pole shafts shall be provided with the rigid flange plate of suitable thickness with provision for fixing 4 foundation bolts. The base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The decorative poles shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity. Decorative poles shall withstand the maximum wind speed of 180 km/hr. Maximum deflection of the poles considering top loading ie area and weight of fuxture shall meet the requirement of BS:5649 Part VI 1982. The materials of the pole as follows : Conforming to steel of grade Yst 240. Base Plate steel of grade:- E250 Conforming to IS 226/ IS 2062, Foundation Bolts:- 4.6 Gr. As per IS 1367. The pole shaft structure shall be hot dip galvanized through single dip process as per ASTM A123 and minimum average coating shall not be less than 65 microns. The poles shall be coated with epoxy zinc coated primer and finished using enviromentally stable polyurethene based paint. Door opening :- The Decorative poles shall have door of approximate 300 mm length at the elevation of 500 mm from the base plate. The door shall be vandal resistance and shall be weather proof to ensure safety of inside connection as approved by the Depts.. The door shall be flush with the exterior surface and shall have suitable locking arrangement. The pole shall be adequately strengthened at the location of the door compensate for the loss in section. There shall also be suitable arrangement for the purpose of earthing, Electrical Junction box with 6 MCB & Terminals for mounting inside base compartment of Pole. The color of the pole shall be Graphite Gray. Refer Drawing No. TCE.11364A-EL-4026-GL-40029 and Technical Specification for details. The makes of Poles shall be like Keslec, Bajaj, Neri or as per the appproved make list of PWD or as approved by Chief Technical Officer (CTO).\n8m Pole with inbuilt Junction box :- Size of pole: Bottom Diameter :The pole shall have Cast Iron Base with Pipe Dia of 165 mm OD X 4.5 mm Thickness 3 Mtr, made up of split construction, 101 mm OD X 3.25 mm Thickness 5 Mtr with Decorative Cascade Bracket;Junction box: 6 MCB & Terminals for mounting inside base compartment of Pole. Base Plate Dimensions :- (L x B x 320 x 320 x 16, Foundation Bolt Size :- (no. x dia.) 4 x 24 Dia, Pitch Circle Dia.:- (PC 300, Bolt Length:- 500 mm, P Anchor plate thickness :- 4.5 mm. 87 Nos.
220 8.02 Decorative Light Fixture (75 Watt)- Supply, installation, testing and commissioning of following type of 75W LED Decorative Pendant type of Luminaires. The housing of the luminaries shall be made of painted spun aluminium, the protector is made of polycarbonate grade UV resistant IK 08, Permanently sealed optical compartment with IP66 protection for mounting to internally threaded type of designation M30, clear acrylic V diffuser and its cover shall be tempered protective toughened glass.The luminaire shall be equipped with PMMA lenses with wide photometry for increased pole spacing. The luminaire shall be provided with disconnector to avoid electrical shocks with Easy access to control gear compartment by opening special latch kind of arrangement. The luminaire shall be provided with Inbuilt autocutoff arrangement to save from abnormal power fluctuation. The LED Fixture shall have external surge protection of 10 KV. Electronic driver is having power factor>0.90, THD<15*% and input voltage range from 120-227V AC at 50Hz. Minimum Luminaire efficacy is 120 lm/ watt with minimum system lumen output of 9000 lumen in CCT range of 3000K/4000K/5700K, CRI>70. The Luminaire shall be suitable for operating temperature (Ta) from -20 to 50c. The Driver can withstand 320V AC for 48 hours and 360 V AC for 2 hours. CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux (U.S.A.) make LED used for luminaire. ( Each fittings required LM-79 & LM-80 certificates). Refer Technical Specification for details.\n75W LED Pendant type lumaries similar to Keselec Porto-NU-75 Suspended for Street lighting or equivalent product of Neri Light 21, Schreder or as approved by Chief Technical Officer (CTO).\nThe Color Temperature range (i.e. 3000K/4000K/5700K) shall be decided by Chief Technical Officer (CTO) at time of execution of work. 174 Nos.
221 8.03 Architectural Pedestrian Post Top Pole (3.5 Meter Long)- Supply, installation, testing and commissioning of 3.5M decorative Pole Made in combination of mild steel pipe sections 89mm dia.x3mm thick(minimum) & 76mm dia.x3mm thick(minimum). Decorative Cast iron Base design with the company/brand logo engraved in the cast iron mould, starting with dia 260mm for 130mm height, followed by a ring of 260 dia gradually tapering to a flat round surface of dia 170mm for 366mm height again followed by a ring dia 210mm and gradual tapering upto a dia 92mm as approved by the econerned Engineer the total height of decorative cast iron base is 700mm and weight-32kgs. Decorative cast iron base should be provided with a flush door of length 228mm, width 124mm and height 30mm.Top ring (140mm dia.x140mm(H)-2.75kgs.) made of cast iron. All cast iron weights mentioned are with +/-5% tolerance.Entire pole shall be made to provide pleasing aesthetics as approved by Concerned Engineer in-charge. After Fabrication, Entire Pole is hot dip galvanized(60 microns Minimum ) for the effective corrosion resistance . The hot dip Galvanised pole should be provided with an inbuilt junction box to fix 32A connectors and 6A MCB, at the bottom - the inbuilt box should have a flush door of suitable size. The decorative pedastal to be mounted on a suitable size steel plate. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the RCC foundation. The wind pressure calculation as per IS 875(part-3) & structural calculation report as per EN40 should be submitted to verify the pole design. Pole & Cast iron parts are Akzonobel painted in 3 layer coating(coating thickness-200 microns minimum) in which 1st layer with etch primer(Interprime 539), 2nd layer with epoxy primer(Intercure 200HS) & 3rd final layer with PU paint(Interthane)- customised colour Metallaic Grey. Refer Technical Specification for details. Refer Drawing No. TCE.11364A.EL-4026-GL-40032. The makes of Pole shall be like Neri Make Model No JM.06.18.010/BEGA/GHM or equivalnet product of Keslec, Bajaj or as per the appproved make list of PWD or as approved by Chief Technical Officer (CTO). 68 Nos.
222 8.04 Architectural LED Post Top Fixture (25 Watt)- Supply, installation, testing and commissioning of 25 Watt LED Post Top Fixture, 3000 K/ 4000 K. Upper square frame of light shall be in single piece and made of die cast aluminum using pressure die-casting process, with a decorative element which is also made of die cast aluminum using pressure die-casting process, fixed on the top. Auxiliary and optical compartment can be accessed by tilting the top frame. Bottom frame in single piece, made of die cast aluminum using pressure die-casting process with a four-armed bracket with flange, which is also made of die cast aluminum using pressure die-casting process, fixed at the bottom. Frosted Screen made of polymethylmethacrylate (PMMA) molded in a single piece using Injection molding process. Screen's Impact resistance: IK06. Pure polyester powder coating in Standard Grey Colour. IP Rating - IP 66. Height – 605mm, Length - 325mm, Width - 325mm,Weight - 6Kg, Area Exposed to Wind(S) - 0.15 m2. Power LED's Module (with CREE/NICHIA- Individual LED's Minimum Luminous Flux (lm) is 130lm @ 350 mA (@ 85 °C) same should be supported by LED manufacturer's tech sheet) in compliance with IEC 62031 (Supporting Test Report from UL Authorised Laboratory should be submitted), on Printed Circuit Board with metal core plate. Colour Rendering Index: Ra > 70. Electronic Power Supply for LED Module, which offers Protection against Short Circuit, Over- Voltage & Over- Current, with in-built surge protection of 10 KV in built in the fixture. Optics with refractive lens in PC (Polycarbonate), UV Resistant & Shock Resistance-IK10. LM80 Reported LED Lifetime is L90@ 50,000 hours minimum & Estimated LED Lifetime is L80 @ 100,000 hours(Ta-25°C) minimum. The Light fixture shall be in compliance with IEC 60598-2-3; IEC 60598-1. Refer Technical Specification for details. The makes of Light Fixture shall be like Neri Make Model No LIGHT 851-25-W Power Module LED BEGA/GHM or equivalent product of Keslec, Bajaj or as per the appproved make list of PWD or as approved by Chief Technical Officer (CTO). 68 Nos.
223 8.05 Pole Founadation (8 Mtr Pole)- The pole shall be provided in excavation and base 1 :4: 8 installed in cement concrete foundation (1:2:4) i. e. 1 cement, 2 coarse sand and 4 graded stone with the help of anchor bolts. The foundation shall be done with ( Earth work 6.0 cubic Meters. RCC 1: 2: 4 proportion 1.1 cubic metres. Steel:- 25 Kg. Shuttering:- 5 square metres) complete as required as per the directions of Engineer in charge. Refer Drawing No.TCE.11364A-EL-4026-GL-40028 for details. 87 Nos.
224 8.06 Pole Founadation (3.5 Mtr Pole)- The pole shall be provided in excavation and base 1 :4: 8 installed in cement concrete foundation (1:2:4) i. e. 1 cement, 2 coarse sand and 4 graded stone with the help of anchor bolts complete as required as per the directions of Engineer in charge. 68 Nos.
225 8.07 LT Cable- Supply, laying, testing & commissioning of 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to be laid on wall surface with necessary clamps / in existing cable trench / cable trays / conduit / pipe sleeves at road crossing or floor as per site requirement) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of following sizes. The makes of cable shall be like RR Cable, Polycab, RPG, Universal, Finolex or as per the appproved make list of PWD or as approved by Chief Technical Officer (CTO).\n4C x 16 sq mm A2XFY armoured AL Cable 5431 Rmt
226 8.08 Solderless crimping type Aluminium lugs conforming to IS suitable for cable of following size evenly crimped with high pressure tool & connected to switchgear terminals with brass/cadmium plated nut bolts in an approved manner. The makes of cable lugs shall be like Comet, Dowells, Beaco or as per the appproved make list of PWD or as approved by Chief Technical Officer (CTO) .\n4C x 16 sq mm A2XFY armoured AL Cable 1552 Nos.
227 8.09 Providing and, fixing heavy duty flange type Double Compression Brass Cable Gland (Nickel Plated) with rubber ring for PVC insulated armoured cable complete with out going tails, insulating tape etc for following size of cables. The makes of cable gland shall be like Comet, Dowells, Beaco or as per the appproved make list of PWD or as approved by Chief Technical Officer (CTO).\n4C x 16 sq mm A2XFY armoured AL Cable 130 Nos.
228 8.1 Supply, installation, testing and commissioning of 3C X 2.5 Sqmm flexible Copper conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Unarmoured, extruded PVC Type ST2 Sheathed, 650/1100 V grade as per IS 7098 (Part 1) 1988. The makes of cable shall be like RR Cable, Polycab, RPG, Universal, Finolex or as per the appproved make list of PWD or as approved by Chief Technical Officer (CTO). 1602 Rmt
229 8.11 Supply, installation, testing and commissioning of Termination of 3C X 2.5 Sqmm flexible Copper conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Unarmoured, extruded PVC Type ST2 Sheathed, 650/1100 V grade as per IS 7098 (Part 1) 1988. The makes of cable lugs shall be like Comet, Dowells, Beaco or as per the appproved make list of PWD or as approved by Chief Technical Officer (CTO). 266 Nos.
230 8.12 Supplying & laying of 8 SWG G.I. earth from Earth Electrode (below G.L.) to electrical switch gears or electrical machineries including making necessary connection as approved, specified and directed by the deptt. 121.83 Kg
231 8.13 Supply and Laying of 25X6mm GI strip at a depth of 0.5m below ground as strip earth electrode, including termination/ interconnecting with GI Nut/Bolts, washer, Spring washer etc. as required. Jointing shall be done by overlapping & with two sets of Nut/ bolts and spring washer spaced at 50mm apart for earthing of the Street light panels. 159.6 Kg
232 8.14 Supply, installation & testing of Earthing with GI Pipe 4.5 Meter Long, 40 mm dia including accessories, and providing masnory enclosure with cover plate having locking arrangement and watering pipe etc. (Without charocal and salt) as per directions of Engineer in charge and as specified in technical specification. 174 Nos.
233 8.15 SITC of Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene (conforming to IS 14930 II) with necessary connecting accessories of same material at required depth for laying of cable below ground/ road surface for enclosing cable and back filling the same to make ground as per original. The makes of DWC Pipe shall be like Duraline, Rex or as per the appproved make list of PWD or as approved by Chief Technical Officer (CTO).\n50 MM ID 4897 Rmt
234 8.16 Making trench in soft soil of suitable width of 90 cms deep for laying cable or locating the fault all over the run and backfilling the same and making the surface as normal ground. 4897 Rmt
235 8.17 Covering of cable with second class bricks or cement tiles laid cover the cable crosswise & also on both sides with covering of 7. 5 Cms. layer of sand above & below cable (16 bricks per meter) 4897 Rmt
236 8.18 Making trench in Hard Murum/Tar Road of suitable width of 90 cms deep for laying cable or locating the fault all over the run and backfilling the same and making the surface as normal ground. 4897 Rmt
237 8.19 STREET LIGTHT FEEDER PILLAR (SLFP)- S.I.T.C. of Feeder Pillar (Outdoor) totally enclosed type as per IS: 2147, Operation on 3-Phase, 415V, 50Hz, Neutral effectively grounded, IP-55, with power & control contactors as per IS: 13947, CT of accuracy class- I as per IS: 2705, suitable rating of incoming & outgoing feeders as per specification, digital type metering instruments, equipment fittings, bus bars, cable gland, incoming & ougoing cable connection chamber suitable for 1100V grade, Al./ Cu. conductor PVC insulated & PVC sheathed armoured cable, 10% spare terminals, power wiring use of 650/ 1100V grade, FRLS insulated copper conductor wires conforming to IS: 694 & 8130, cable compartments of minimum 350 mm size, detail specifications & data sheet including required testing @ factroy as per applicable IS/ IEC standards. Feeder Pillar shall be comprising of:\na) Incomer of Four pole moulded case circuit breaker (MCCB) having breaking capacity ICU of 25 K.A. at 415 V having normal current rating of 63A with Fixed thermal & magnetic release suitable to work on A.C. supply 50 c/s complete erected as directed with necessary earth wire, voltmeter, VSS and R,Y,B indication lamp. (1 No.) \nb) Outgoing of Three Phase 415 V, Four Pole, RCBO, 30 mA & confirms to IS :12640 in existing box having 32A capacity.(6 Nos.)\nc) Supplying and erecting of 100 A triple pole & neutral 440V/ 500V panel mounting Aluminium Busbars with four equal Nos. of bus having current density not more than 0.8 Amp. / sq.mm duly wrapped with colour insulating tape for phase sequence.\nd) Providing & erecting weather proof, dust & vermin proof, floor mounted front operated outdoor type cubical panel board having IP-55 protection made from 14 SWG thick CRC M.S. sheet for outer body & doors, 16 SWG thick CRC M.S.sheet for internal partitions with necessary supporting angles, flats including cutting, bending, drilling, welding, riveting with internal partitions & cable alley as per requirements & instruction of engineer-in-charge with erection of supplied switch gears, BUSBARS, with suitable size of inter connecting PVC copper wire / copper-aluminium strips, rubber grommets, rib, bakelite control fuses for measuring instruments, earth bus & earth bolts, foundation flange - bolts-base Plates, sufficient nos. of hinged doors, handles with locking arrangement and rubber gasket complete. The Panel shall be painted with epoxy powder coating. (Minimum 350mm Depth) NB: 1. Price of Panel comprises of pedestrial of minimum 350 mm height made of MS angle/ channel/ flats of favourable shapes.\n2. Incomer shall be equiped with Power Contactor & Astronomical time switch having lithium cell 6 years operative and operate battery backup 1 channel day clock with 14 memory programme, suitable to operate on 240V + 5%, 16A with floating contacts Minimum switching setup time 1 minimum & LCD display. Also comprised permanent ON/OFF switching for automatic switching On & OFF of street lights at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.\n 5 Nos.
238 8.2 Dismentling Charges of existing LED Street Light Fixtures of various wattages with Bracket & Street Light Pole including carring & handling charge for shifting to proper place as specified and directed by the deptt. 46 Nos.
239 8.21 Dismantling & Re-installation of High Mast- Dismentling Charges of existing High Mast of height ranges from 10 M to 16 M with LED Light Fixtures of various wattages with Mounting Ring, Bracket, Winch, Raising & Lowering System, Cables, Feeder Pillar complete including carring & handling charge for shifting to proper place and reinstallation of the same LED Luminaires, High mast and other accessories including Feeder Pillar on newly constructed Foundation as specified & directed by the deptt.and make it operational as earlier. 3 Nos.
240 8.22 Providing and fixing of M.S Round holding down or Anchor bolts with Nuts and Washer plates complete. 228.816 Kg
241 8.23 High Mast Foundation- Construction of shallow foundation with M20 grade concrete for the High mast considering the safe soil bearing capacity at site as 10 T/ Sqmtr at 2 meter depth with all materials and labours as directed and specified. 3 Nos.
242 9 PANCHAYAT MARKET DRAIN DIVERSION
243 9.01 Excavation in bituminous road as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead\ncleaning the site etc. complete for all lifts as specified.\nExcavation in Bituminous Road 595.763 Cum
244 9.02 Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.\n(B) Dense or Hard soil 595.763 Cum
245 9.03 Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. 876.633 Cum
246 9.04 Providing and laying controlled cement concrete M.150 for curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings,Base of columns and Mass concrete (upto 10 ton) (PCC Below Raft) 79.435 Cum
247 9.05 Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete. (upto 10 ton)\nRaft 184.364 Cum
248 9.06 Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (B) Walls,\nfrom top of foundation level upto floor two level (upto 10 ton)\nWall 112.388 Cum
249 9.07 Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (C) Slabs, landing, shelves, Balconies, Lintels, Beams, Girders and Cantilever upto floor two level. (upto 10 ton)\nSlab 146.389 Cum
250 9.08 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4M. and removal of the same for in situ reinforced concrete and plain concrete work in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto 10 ton)\n(Sides of raft) 60.35 Sqm
251 9.09 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (C) Vertical surface such as walls (any thickness) partitions and the like including attached buttresses & string course & the like. (upto 10 ton) 789 Sqm
252 9.1 Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness. (upto 10 ton)\nSlab 445.5 Sqm
253 9.11 Steel /Reinforcement- Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (upto 10 ton) 37666.9 Kg
254 9.12 Disposing of available Excavated Stuff up to 5.0km lead including spreading/filling and levelling to gradient camber ass directed with all lead and lift and on road side embankment with breaking clods dressing etc. complete as directed by Engineer-in-Charge. 1564.44 Cum
255 9.13 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nHeavy duty_Frame suitable for 50cm opening of MH 3 Nos
256 9.14 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing mold work etc.\nHeavy duty_Cover suitable for 50cm opening of MH 3 Nos
257 9.15 Labour for fixing precast R.C.C. Cover and frame 3 Nos
258 9.16 Road & Median Restoration 480 Sqm
259 9.17 Under Ground Utility restoration in area of excation of for nala diversion 1 LS
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