Construction Development Operation and Maintenance of World Class Urban Street in Ludhiana on Engineering Procurement and Construction EPC Mode Package 1

Name of Tender Inviting Authority Punjab Infrastructure Development Board

Name of Project:- Construction, Development, Operation & Maintenance of World Class Urban Street in Ludhiana on Engineering, Procurement, and Construction (EPC) Mode –Package 1

Sr. No. MoRTH Clause CSR Punjab 2020 Item Unit Rates (Inclusive of GST) Quantity Amount(Inclusive of GST)

1 SITE CLEARANCE & DISMANTELING

1.1 24.1 Clearing Grass and Removal of rubbish: Clearing Grass and removal of rubbish up to a distance of 50 Metres outside the periphery of the area as per technical clause 201 & MORT&H specifications. Hectare 7.82

1.1.a 8.6 (a) Dismanteling : Lime concrete, cement concrete of 1:6:12 or leaner mix Cum

1.1.b 8.6 (b) Cement concrete plain 1:4:8 or 1:5:10 mix Cum

1.1.c 8.6 (c) Cement concrete 1:3:6 mix Cum 2076.6

1.1.d 8.6 (d) Cement concrete plain 1:2:4 mix Cum

1.1.e 8.6 (e) Reinforced cement concrete Cum

1.2 8.42 Dismanteling of precast concrete kerb stones thickness 40mm upto 75mm Cum 464

1.3 8.43 Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, 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. Sqm 20766

1.4 8.46 Dismanteling Median railing ;Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. Kg 118584

1.5 8.5 (B) Dismantling of brick work tile, masonry or tile lining in Cement Cum

1.6 Milling on Bitumen Surface : Dismantling of existing damaged Bitumen surface by Cold Milling Machine upto 30 mm depth. Cum 3777.54

1.7 AOR Dismantling of Crash Barrier Mtr. 800

1.7 24 . 6 (c ) Excavation in Soil (any type) using Hydraulic : Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. Cum

1.8 24.3 (a) Dismanteling of Flexible pavement: Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications Cum

1.9 24.3 (b) Dismantling of bituminous course of flexible pavements by mechanical means and disposal of dismantled material upto lead of 1000 m stacking servicable and unservicable material separately as per technical clause 202 of MORT&H specifications. Cum 1171.1

1.10 24.3 ( c) Dismantling of granular course of flexible pavements by manual means and disposal of dismantled material upto lead of 1000 m, stacking servicable and unservicable material separately as per clause 202 of MORT&H specifications. Cum 10383

1.11 5.2 (I) Carriage and disposal of Excavated Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth upto a distance of 10 km Cum

1.12 8.18 Existing Footpath Dismantling along Road: Dismantling of brick or flagged stone flooring including concrete flooring. Cum

1.13 8.4 Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means) Cum

1.14 32.4 Site Clearance : Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material, disposal of unserviceable material and filling in pits and repressions

1.14.a (a) Beyond 30 cm girth up to and including 60 cm girth. Each

1.14.b (b) Beyond 60 cm girth up to and including 120 cm girth. Each

1.14.c (c) Beyond 120 cm girth up to and including 240 cm girth. Each

1.14.d (d) Above 240 cm girth. Each

1.15 8.5 (b) Dismantling brick work tile, masonry or tile lining in cement Cum

2.1 32.55 Providing and fixing of white river (Stone) pebbles size of 2" to 2.50" dia in natural colour at site of work including loading, unloading and carriage Sqm 1762

2.2 5.2+4.1 Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). Cum 21117.78

2.3 6.3 Dressing of earth work : New work or remodeling work. Unit Cum 21117.78

2.4 32.14 Supplying and planting permanent trees in prepared pits and watering Each 1486

2.5 NS Supply and planting Trees, of height, caliper and multi-branching as per specification: Pongamia pinnata/Karanj (3m height overall, clear trunk height 1.5m, 2.5m canopy width, 50-80mm caliper, straight trunk & balanced canopy) Location: Pedestrian walkway Each

2.6 NS Supply and planting Trees, of height, caliper and multi-branching as per specification: Tabebuia Rosea/ Rosy Trumpet Tree (3m height overall, clear trunk height 1.5m, 2.5m canopy width, 50-80mm caliper, straight trunk & balanced canopy) Location: Green corridor Each

2.7 NS Supply and planting Trees, of height, caliper and multi-branching as per specification: Cassia fistula/ Amaltas (3m height overall, clear trunk height 1.5m, 2.5m canopy width, 50-80mm caliper, straight trunk & balanced canopy) Location: Green Corridor Each

2.8 NS Supply and planting Trees, of height, caliper and multi-branching as per specification. Ficus infectoria/ Pilkhan (3m height overall, clear trunk height 1.5m, 2.5m canopy width, 50-80mm caliper, straight trunk & balanced canopy) Location: Median Each

2.9 Supply and planting Small Shrubs, Grasses, Climbers and Succulents of height, spread and growth as per specifications.

2.9.a 3.5 NS Supply and planting Trees, of height, caliper and multi-branching as per specification.: Bougainvillea glabra (Pink) @900mm c/c, 900mm high, multi branched, well developed. Location: Median Sqm

2.10 Supply and planting Ground Covers and seasonals (seedlings of hybrid varieties).

2.10.a 3.6 NS Supply and planting Trees, of height, caliper and multi-branching as per specification.: Pennisetum orientale or triflorum/ Oriental fountain grass @600mm c/c, 450mm high, well developed. Location: Green Corridor Sqm

2.11 NS Supply and planting Trees, of height, caliper and multi-branching as per specification.: Cymbopogon citratus/ Lemon Grass @600mm c/c, 450mm high, well developed. Location: Green Corridor Sqm

2.12 32.2 Supplying at site of work good quality top soil, free from debris and weeds, from approved site of work with 5 km lead. Cum

2.12.a 32.3 Supplying of good earth/ soil-less media and/or organic matter, preparation of top dressing mixture or pot media

2.13 (f) Mixture of cocopeat, vermiculite and perlite in ratio of 2:1:1, adding fertilizers to make potting media. Cum

2.14 NS Planting Creepers plants in prepared pits and watering Each 90

2.15 32.9 Fine grassing including uprooting rank vegetation and weeds by digging the area to a depth of 30 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growth after 10 to 15 days, mixing fertilizer and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, watering, weeding and maintenance for 30 days or till thick lawn is formed.

2.15.a (a) Planting Selection no. 1 grass roots in rows 5 cm apart in both directions. Sqm 35000

2.15.b (b) Planting Selection no. 1 grass roots in rows 7.5 cm apart in both directions. Sqm

2.15.c (c) Planting Selection no. 1 grass roots in rows 10 cm apart in both directions. Sqm

2.15.d (h) Providing and fixing Neelgiri/ Mexican grass turf with earth 50mm to 60 mm thickness and ramming with required wooden tools, rolling with light roller to make the surface smooth and even. Sqm 35000

2.16 32.62 Providing and fixing steel tree guard : MS circular tree guard with wire mesh, having 4 No. legs of angle iron size 25x25x3mm, 1.80 mtr. height, 3 No rings of M.S Flats of 25 x 6 mm, 60cm dia and fixing of wire mesh size 50x75mm. Tree guard in two halves bolted together with 8mm dia & 30 mm long bolts, and fixing 250 mm X 100 mm iron plate, fixed in ground with 1:2:4 cement concrete, complete in all respects. Each 1486

2.17 32.7 Grassing of grounds with doob grass including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, rough dressing and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting grass roots in rows 10 cm apart in both directions, watering, weeding and maintenance till turf is formed Sqm

2.18 32.18 Shrubs : Supplying and planting permanent shrubs in prepared pits and watering Each 22640

2.19 AOR Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved oil and compacting it with appropriate equipment. Sqm

2.20 AOR Sculpture Pedestal Finish with 450mm height and 1.5Mtr radius with Good quality earth used for backfilling topping with 2" P.C.C 1:2:4 and Granite fixed on top for base approved by site in charge. Each 10

2.21 32.28 Ground Cover : Planting ground covers (special) including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 25cm distance from plant to plant and row to row. Sqm 0

2.22 NS Coir Geotextile : Providing and laying woven open-weave coir geotextile (Coir Bhoovastra) of 600 GSM, made from 100% natural coir fibres, for soil protection, stabilization and erosion control, including surface preparation, overlapping, anchoring with suitable pegs, complete in all respects as per specifications and directions of the Engineer-in-Charge. Sqm 14700

2.23 NS Drip Irrigation : Supplying, transporting, and installing a complete drip irrigation system, including mainline, sub-mainline, laterals, drippers, emitters, valves, filters, pressure regulators, connectors, and all necessary accessories as per approved design and specifications. The work includes trenching or laying of pipes on surface/raised beds, fixing drippers at specified spacing, connecting lateral lines to main/sub-main lines, testing for leaks and proper flow, flushing the system, commissioning, and demonstration of operation. The system shall ensure uniform water distribution, water-saving efficiency, and shall be executed in accordance with the manufacturer’s instructions, approved drawings, specifications, and directions of the Engineer-in-Charge

3.1 24.5 (b) Good Quality earth filling in earthen shoulders: Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications Cum

3.2 21.7A Plain Cement Concrete PCC : Plain/Reinforced Cement Concrete M15 (1:3:6) in Open Foundation complete as per Drawing and Technical Specifications. Cum 5027.25

3.3 24.4 (a) Compacting original ground below road crust to Construct Sub-Grade : Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications Cum 1200

3.4 24.5 (a) Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per technical clause 305 of MORT&H specifications Cum 12900

3.5 24.8 Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications Cum 6019.15

3.6 24.13 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per Clause 406 of MoRTH Specifications. Cum

3.7 24.12 (i) Water Bound Macadam Grading II - Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications Cum 17397.12

3.8 24.15 Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means complete as per Clause 502 of MoRTH Specifications. Sqm 25441

3.9 24.16(A) Providing and applying Tack Coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications Sqm 0

3.10 503 24.16(B) Providing and applying Tack Coat on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MoRTH specifications bitumen emulsion RS using emulsion pressure distributor at the rate of 0.4 kg per sqm Sqm 151359

3.11 24.19 (A) Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications Cum 1290.08

3.12 24.23 (A) Providing and laying Bituminous Concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications Cum 5939.43

3.13 22.12 (A) Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, complete as per drawing and Technical specifications and as directed by the Engineer-in-charge. Mtr.

3.14 24.56 (A) "W" Type Metal Beam Crash Barrier SingleSided : Providing and erecting Single Sided "W" metal beam crash barrier cProviding & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119. Mtr.

3.15 22.12 (F) W" Type Metal Beam Crash Barrier Double Sided : Providing & erecting "W" type metal beam crash barrier double sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on both sided on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rails to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long on both sides fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119. Mtr.

3.16 AOR Type - B, "Thrie" : Metal Beam Crash Barrier Single Sided- Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 Mtr. 500

3.17 NS AOR Construction of Speed Table by excavation of road/soil with hydraulic excavator upto 200mm depth, including dressing and compaction in cross slope/camber, fixing pre-cast kerbs conforming to M20 (joints of kerbs shall be filled with CM 1:6) as per drawing; including laying 100mm cement concrete 1:5:10 under 100mm concrete of 1:2:4 (with 40mm stone aggregate nominal size) along with providing and laying HDPE 200 mm o/d pipes (IS:14333, PE100, class PN-6) and further laying 100mm thick chisel dressed cobble stone over a bedding of 20mm thick cement sand mortar 1:3, filling the joints with cement sand mortar 1:3, along with a line of tectile flooring tile of size 300mm x 300mm x 10mm +5mm thick throughout the length of the speed table, providing and laying Precast Cement Concrete Cylindrical Bollards at 1 m c/c spacing between each other Overall Dimensions: 950mm Height X 150mm dia, with having 2 type-9 retro-reflector(25mm wide) on top groove on both sides of the speed table, complete in all respects as per drawing and directions of the Engineer. The ramps on both sides above road level of the Speed Table shall be paid separately under respective item. (As per Drawing) Sqm 788

3.18 NS 22.12 (B) Construction of Ramps of Speed Table with un-reinforced standard M-40 Grade Cement concrete as per MoRTH Specifications 1703, for a given line, level, and length with texture surface finish (MoRTH 602.9.11), using brush and tines. The overall works Include supplying, mixing, transporting, placing, compacting, and curing with adequate safety precautions and traffic management arrangements, as per applicable MoRTH/IRC standards. Cum 407

3.19 512 & 803 24.62 (a) Rumble Strips with Thermoplastic Road marking : Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MoRTH specifications or As Directed by the Engineer. Mtr. 349

3.20 4.19 AOR Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, overlaid with 50 mm thick factory made cement concrete interlocking paver block of M-30 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge., colour and pattern (as approved by Engineer) complete as per directions of Engineer, including provision of all drainage arrangements but excluding kerb channel as per MoRTH specifications 410. Sqm 200

3.21 14.116 Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability) Sqm 13245.12

3.22 Applying priming coat with metal primer on new steel or iron work including preparation of surface. Sqm 4100

3.23 16.21 Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work Sqm 4100

3.24 24.41 (A) Pre-Cast Cement Concrete Kerb: Providing and laying factory made rubber moulded smooth finish half Round pre-cast cement concrete Kerb blocks of M-20 grade, 250mm high with bottom width 165mm and top width 115mm, made over the strong vibratory table and fixing with cement mortar 1:2 as per MoRTH specifications 409. In conformity with line, levels and dimensions as per the drawing or as directed by the Engineer. Mtr.

3.25 Pre cast cement concrete channel : Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications Mtr.

3.26 14.138 Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. Sqm

3.27 CSR 10.11 Cement Concrete 1:3:6 with stone ballast (PLAIN CEMENT CONCRETE 150MM ) Areas: Below Footpath Cum

3.28 CSR 24.58 + 18.18 (AOR) Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with cement contents 350kg per cum and coarse and fine aggregates conforming to IS:383 mixed with concrete mixer using weigh batcher, laid in position over 125 micron thick polythene sheet, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, including provision of contraction and expansion joints as required, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications TMT Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. 10mm dia Steel @ 150mm C/C Single jaali as 60 kg/cum 125 mm thk.; Finish: Broom Finish; Colour: Pigment colour Grey or as per approval, panel size 1.05m x 1.05m. Cum 1988.48

3.29 DSR 4.9 Concrete Bollards Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape, including providing M.S. Pipe Sleeve 50 mm dia 300mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250 x 250 x 450 mm deep for the same in bitumen/concrete pavement at specified spacing. Mtr. 2414

3.30 NS Precast Cement Concrete Cylindrical Bollard Overall Dimensions: 950mm Height X 150mm dia, with having 2 type-9 retro-reflector(25mm wide) on top groove. Bollard is reinforced with 4 Nos 4 mm dia stirrups at 150 mm c/c. Bollard is manufactured with cement concrete of M-30 grade by vibro compaction method using FRP/ steel moulds, so as to achieve shuttering finish. Each 20

3.31 24.41 (b) Cast in Situ Cement Concrete M20 Kerb : Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408 Cum

3.32 24.41 (d) Cast in Situ Cement Concrete M 20 Kerb with Channel : Mtr. 100

3.33 NS Hydrallic Bollards : Supplying, Installing, Testing, and Commissioning of Mild Steel Automatic Hydraulic Bollards (10-sec Rise Time) Supplying, fabricating, and installing mild steel automatic hydraulic bollards of approved make and model, capable of rising and lowering within 10 seconds, including hydraulic power pack, control panel, electrical wiring, sensors, safety mechanisms, and necessary civil foundation works. The work shall include excavation, providing and laying PCC foundation, grouting of bollard base, installation of bollard with precision alignment, interconnection with hydraulic and electrical system, testing of rise/lower operations, integration with access control if required, commissioning, and handing over complete in all respects as per manufacturer’s instructions, approved drawings, specifications, and directions of the Engineer-in-Charge. Each 0

3.34 NS Saucer Drain Grey colour, 300mm (L) x 300mm (W) x 100mm (D), Smooth finish M-30 grade concrete Mtr. 18800

3.35 NS Providing and laying of Delhi Quartzite (DQ) cobble stone 100 mm x 100mm x 70mm of specified finish and pattern as per drawings, laid over cement mortar 1:3, 5mm tool jointed with neat cement slurry to match the shade of paving. All complete as per direction of Engineer-in-charge and to meet client representative's satisfaction. Areas: Table Top crossing- Flat area between pedestrian crossings Sqm 6621

3.36 NS Providing and fixing or near ground level Grade M30 precast cement concrete in kerbs(300 mm x 300 mm x 150 mm) ,edging etc. as per approved pattern and setting in position with cement mortar 1:3 including the cost of required centering and shuttering. Mtr. 37600

3.37 16.18 (a) Painting of median kerbstone: Painting two coats excluding priming coat with synthetic enable paint in all shades on wood works , metallic or plastered , concrete surface to give an even shade. with special quality paint Sqm

3.38 14.138 Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. Sqm 10

3.39 14.139 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. Sqm 10

3.40 14.14 Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M- 50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. Sqm 10745

3.41 NS Providing and installation of Exposed aggregate Spherical Bollard Seating bollard Manufactured by M-30 Grade of concrete Type-II having Dimensions 450 mm dia, 430mm long stem & 880 mm High. Each 166

3.42 NS Providing and installation of bollard with Solar panel and light 800mm diameter and 150mm high Each

3.43.a 10.35 (a) Preparing watering and ramming surface for laying concrete Headwork/Horizontal Sqm 48846

3.43.b (b) Channels/Horizontal Sqm 17544

3.44 NS Grit Finish : Providing and laying washed stone aggregates Grit finish paving of 100mm thickness appllying with cement slurry @2kg of cement per sqm, top layer 15mm thick cement plaster 1:1/2:2 (colour and composition as per material schedule to be finalized based on samples approved on site) The stone chips of avg size 10-20mm to be procured after approval of samples by the landscape architect. After application the surface to be scrubbed with wire brush and washed with water to expose the stone chips to get the desired finish. 20mm expansion joints at 5mm c/c with epoxy sealant and 5mm grooves. The rate includes the cost of pigment,making groove, curing and all ancillary works as required for proper completion of works as per drawings. Cum 6105.05

4 ROAD SIGNAGE & MARKING

4.1.a 803 24.57 (a) 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 for Lane / centreline/ edge marking / transverse and any other marking. The finished surface to be level, uniform and free from streaks and holes complete as per technical Clause 803 of MoRTH Specifications (Fifth Revision). Lane/centerline/edge marking or any other marking Sqm 9153

4.1.b b) i Directional arrows, lettering etc: Straight (nr) AM 08 Each 150

4.1.c ii Left/right (nr) AM 09 ,10,11 and 12 Each 66

4.1.d iii Comb (nr) AM 06 & 07 Each 0

4.1.e iv Lettering Each 44

4.1.f v Chevron Marking Sqm 135

4.1.g vi Diagonal Marking Sqm 50

4.1.I vii Pedestrian Crossing Sqm 516

4.1.j viii Cycle Track Stencil Marking Each 118

4.1.k ix Cold applied epoxy paint for cycle track Sqm 1416

4.2 AOR Transverse Bar Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic marking of 5 mm height and 300 mm wide. 5 mm height is achieved through 2 applications of thermoplastic, applied at an interval on not less than one hour after the first layer gets solidified with reflectorizing glass beads only on top layer @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 .The finished surface to be level, uniform and free from streaks and holes. Remaining as per 803 MoRTH Specifications. Sqm 39

4.3 AOR Transverse Bar Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic marking of 15 mm height and 300 mm wide. 15 mm height is achieved through 6 applications of thermoplastic, applied at an interval on not less than one hour after the first layer gets solidified with reflectorizing glass beads only on top layer @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 .The finished surface to be level, uniform and free from streaks and holes. Remaining as per 803 MoRTH Specifications. Sqm 19.5

4.4 NS Supplying and fixing Red Reflector of 80mm x 120mm size on Thrie-Beam crash barrier at the spacing specified in the drawings made of Type XI micro prismatic sheeting conforming to ASTM D 4956-09, complete as per clause 801 of MORT&H specifications. A 10 years per-qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI Retro reflective sheeting from the manufacture & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. Each 400

4.5 801 B (xi) NS Supplying and fixing Single Chevron (500mm x 600mm ) sign (SC) in single post rectangular as perIRC:67-2012 with Retro-Reflective Prismatic Grade Sheeting (Type XI) having a pressure-sensitive adhesive of the aggressive-tack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer, fixed over 4 mm thick Aluminum Composite Materials (ACM) sheet having aluminum skin thickness of 0.4 mm on both sides and fixing the same with suitable size aluminum alloy rivets @ 200mm c/c to back support frame of M.S. angle iron of size 25x25x3mm supported on two square hollow steel section posts of size 63.5 mm x63.5mm x 3.2 mm conforming to IS: 4923 firmly fixed to ground in 1:2:4 cement concrete foundation of size 0.45x0.45x0.75m complete as per Drawing, Technical Clause 801 of MoRT&H specifications (Fifth Revision) and direction of Engineer-in-Charge. Each

4.6 24.44 Cautionary Signs Board as per IRC 67 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmconforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MoRTH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

4.6.a i) Triangular 1200 mm x 1200 mm x 1200mm side complete as per drawings and Technical Specifications Clause 801 Each

4.6.b ii) Triangular 900 mm x 900 mm x 900mm side complete as per drawings and Technical Specifications Clause 801 Each

4.6.c iii) Triangular 600 mm x 600 mm x 600mm side complete as per drawings and Technical Specifications Clause 801 Each

4.7.a 24.45 Mandatory Circular Sign board 900mm diameter, as per IRC 67 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MoRTH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67- for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67.

4.7.b 24.45 (a) i) 900mm Circular Sign complete as per drawings and Technical Specification clause 801 Each 20

4.7.c 24.45 (b) ii) 600mm Circular Sign complete as per drawings and Technical Specification clause 802 Each

4.7.d 24.45 (a) iii) Triangular 900 mm side (for "GIVE WAY" sign) complete as per drawings and Technical Specifications Clause 801 Each 22

4.7.e iv) Stop Sign - Octagon of size 900 mm complete as per drawings and Technical Specifications Clause 801 Each 11

4.8 24.46 Providing and fixing of retro-reflectorized Informatory Sign having approved massages e.g. letter, numerals, symbols/legend/arrow etc. in Regional and/or Hindi and /or English as per drawing and Technical Specifications for Road and Bridge works (Fourth Revision). As per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67, fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25 x 25 x 3mm angle iron supported on a square hollow steel section post 60 x 60 x 3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MoRTH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67.

4.8.a 24.46 (a) i) Rectangular 800mm x 600mm complete as per drawings and Technical Specifications Clause 801 (Facility Information) Each 140

4.8.b 24.46 (b) ii) Rectangular 450mm x 600mm complete as per drawings and Technical Specifications Clause 801 (Route Marker Sign) Each

4.8.c 24.46 (c.) iii) Square 600mm x 600mm complete as per drawings and Technical Specifications Clause 801 Each

4.9 24.47 Place Identification Sign Board 900x600mm Rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67. Each

4.10 24.52 (A) Overhead sign board 6000 x 1500mm cantilever type single sided as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates,designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67. Each

4.11 24.51 (a) Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with high intensity Micro prismatic Grade Retro-Reflective Sheeting Type XI as per ASTM D 4956-09 and as perIRC:67-2012 with Retro-Reflective Prismatic Grade Sheeting (Type XI) having a pressure-sensitive adhesive of the aggressive-tack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer, fixed over 4 mm thick Aluminium Composite Materials (ACM) sheet having aluminium skin thickness of 0.4 mm on both sides and fixing the same with suitable size aluminium alloy rivets @ 200mm c/c to back support frame of M.S. angle iron of size 25mm x 25mm x 3mm supported on two square hollow steel section posts of size 63.5 mm x 63.5mm x 3.2 mm conforming to IS: 4923 firmly fixed to ground in 1:2:4 cement concrete foundation of size 0.45x0.45x0.75m complete as per Drawing, Technical Clause 801 of MoRTH specifications (Fifth Revision) and direction of Engineer-in-Charge Each 8

4.12 Providing & Fixing Reflective Pavement Markers (Road Studs) from ASA (Acrylic Styrene Acrylonitrile) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS) or any other suitable material approved by the Engineer with moulded twin shanks as per IRC 35-2015. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methacrylate conforming to ASTM D 788 or equivalent. The slope or retro-reflecting surface shall preferably be 35 + 50 to base and the area of each retro-reflecting surface shall not be less than 13.0 sqcm. Marker height shall not be less than 10 mm and shall not exceed 20 mm and its width shall not exceed 130 mm. The road studs shall be legibly marked with the name, trade mark or other means of identification of the manufacturer. No nails shall be used to affix the marker so that they do not pose safety hazard on the roads. Fixing will be done by drilling holes on the road for the shanks to go inside and using the adhesives and the procedure recommended by the manufacturer and complete as per technical clause 804 of MoRT&H specifications (Fifth Revision) and as directed by the Engineer. The contractor shall obtain from the manufacturer a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel and submit the same to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers.(Ref Dwg.) Each 18300

4.13 24.64 Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overall height of minimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. Each

4.14 Suggestive Providing and Fixing Hazard Marking on the surface of Trees, Concrete, Mansonry etc., of width not less than 450 mm with 6 stripes of alternate black and white strips of 300 m, inclined at 45 degrees towards traffic using Aluminum-backed flexible prismatic (‘AFP’) sheeting consisting of Yellow/Black colored flexible prismatic sheeting non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable retro reflective sheeting with printed arrow/slant line pattern. AFP sheeting laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner and shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09 including application on any surface with a neoprene contact adhesive with Polychloroprene as base and ceiling the edges all around with epoxy-based structural adhesive to resist any peel-off and shall confirm to IRC Accreditation No. IRC 24(12)/2010 ACC-70 dt 14.07.2010, including all cost & conveyance of materials,all labour & fixing charges charges etc. complete as per Drawing and Technical Specifications. Sqm

4.15 Suggestive 16.17 Providing and Fixing Hazard Marking on the surface of Trees, Concrete, Mansonry etc., of width not less than 450 mm with 6 stripes of alternate black and white strips of 300 m, inclined at 45 degrees towards traffic by painting two coats after filling the surface with synthetic enamel paint in all shades on concrete surfaces. Paint material conforming to requirement of clause 803.3. Sqm 1630

4.16 Suggestive Anti - Glare Devices in Median:- Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 45 degrees to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings) Each 10

4.17 Suggestive NS Steel Pedestrian Guard Rail 1100 mm high from the surface of Footpath with rounded top to prevent injuries as per IRC : 103 including cost of bolts and nuts, screws, welding rod complete fixing in position. Mtr. 10

4.18 16.20 and 16.17 Applying priming coat with metal primer on new steel or iron work including preparation of surface and Painting two or more coats with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. Sqm

4.19 CSR 24.60 (a) Providing and making rumble strips 15-20 mm high at centre, 250 mm wide place at 1 m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100 mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORTH specifications. Mtr. 665

4.20 22.4 Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. Sqm 50

5.1 ROA R.C.C Cable trench type 1 - 1300 mm Providing, supplying, transporting, and laying precast reinforced cement concrete (R.C.C.) U-type cable trench with angles fixed inside for cable holding of approved design, size, and thickness , including excavation in all kinds of soil, preparation and leveling of bed and ramming with watering, providing and laying plain cement concrete (PCC) bedding where required, placing and aligning precast units , level, and gradient, jointing with cement mortar or approved jointing material, sealing joints watertight, curing, backfilling with suitable material, compaction, disposal of surplus excavated material, and all incidental works complete as per drawings, specifications, and directions of the Engineer-in-Charge. Mtr.

5.2 ROA R.C.C Cable trench type 2 - 1700 mm Providing, supplying, transporting, and laying precast reinforced cement concrete (R.C.C.) U-type cable trench with angles fixed inside for cable holding of approved design, size, and thickness , including excavation in all kinds of soil, preparation and leveling of bed and ramming with watering, providing and laying plain cement concrete (PCC) bedding where required, placing and aligning precast units , level, and gradient, jointing with cement mortar or approved jointing material, sealing joints watertight, curing, backfilling with suitable material, compaction, disposal of surplus excavated material, and all incidental works complete as per drawings, specifications, and directions of the Engineer-in-Charge. Mtr.

5.3 29.44 (C) HDPE PIPE 150MM : Providing, laying in trenches and jointing of HDPE pipes having ISI specification IS:14333, PE100, class PN-6 marked on them, make Reliance/ Hasti / Dura-Line , laying the same in trenches to correct alignment and gradients, cutting and jointing testing for water tightness and making good the leakages and defects including cost of specials complete in all respects. Mtr. 12264

5.4 AOR LIGHT POLES TO BE REMOVED Each 138

5.5 NS Controlwell 243 X190 X 90 JUNCTION BOX FOR HDPE PIPE Each 245

5.6 34.09 PVC INSULATED SINGLE CORE FRLS COPPER CONDUCTOR CABLE : Supply and erection of PVC insulated single core FRLS copper conductor cable ISI marked left bare in pipe or casing of suitable size excluding the cost of supply and erection of pipe or casing.

(ii) PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq.mm, 1100volts grade Mtr. 12128

(vii) PVC insulated copper conductor single core FRLS cable (ISI marked) overall 16 sq.mm, 1100volts grade Mtr. 150

5.7 34.10 (D) XLPE/ PVC INSULATED UN-ARMOURED CABLES (LOOSE IN THE EXISTING TRENCH OR PIPE):

Supply and laying of XLPE/ P.V.C. insulated P.V.C. sheathed aluminium conductor un-armoured cable working voltage upto and including 1100 volts grade to be laid loose in the existing trench or pipe as per PWD General Specifications 2010:-

(xxxv) XLPE/ PVC insulated PVC sheathed aluminium conductor unarmoured cable working voltage 1100volts grade 16sq.mm (4 Core) Mtr. 14880

(xxii) XLPE/ PVC insulated PVC sheathed aluminum conductor unarmored cable working voltage 1100volts grade 35sq.mm (3.5 Core) Mtr. 750

5.8 34.13 GALVANIZED IRON PIPES AND G.I. EARTHING:

Supply & erection of G.I. pipe for wiring purposes including bends, inspection boxes etc., where necessary including painting as per PWD General Specifications 2010:-

(xv) (a) Supply and Erection of earth rod 20 mm dia for providing earth connections upto line earth with G.I. Wire No. 8SWG. The rod shall be tapered at one end and flatted on other end. The hole size 10mm dia shall be drilled on the flatened side for facilitating connection with G.I. wire and thimble etc. The road shall be grouted upto complete length vertically. GI Earth rod 20 mm dia. 3 mtr. Long Each 200

(xiii) (a) Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 8Metre in length) Each 30

5.9 34.18 SHEET METAL IRON CLAD SWITCHES

Supply & erection of sheet metal iron clad switch on existing surface with GI bolts and nuts/rag bolts & nuts etc., according to the size of holes in the body of the enclosure including connections with suitable size of thimbles and bonding to the existing earth as per PWD General specifications 2010.

(vii) Sheet metal iron clad Tripple pole switch 100 amp. 415 volts Each 15

5.1 34.23 (B) MOULDED CASE CIRCUIT BREAKERS:

Supply and erection of Moulded Case Circuit Breaker (Panel mounting Cubicle type) in the existing Cubical Panel (conforms to IEC:60947-II) and relevant PWD general specifications 2010 complete with G.I. Bolts, Nuts & Connection on both sides of MCCB with sutiable size of Thimbles etc.

MCCB (Fixed Type Thermal and Magnetic Protection Make: L&T (DU/DH), ABB (T-MAX), Schneider (CVS), Seimens(3VT1/3VL)):

(ii) 100amp. 415 volts breaking capacity ≥25kA four pole fixed type thermal and magnetic setting MCCB unit Each 15

5.11 34.20 SHEET METAL BUS BAR CHAMBERS (COPPER STRIPS):

Supply and erection of sheet metal bus-bar chamber (factory fabricated) duly powder coated on existing surface with required no. of bus-bar strips of suitable length and crosssectional area. Copper strips of suitable length and crosssectional area should be tinned and mounted on DMC/ SMC moulds at sufficient distance enclosure made of M.S. sheet 1.6mm thick with hinged cover and lock, fitted with dust excluding gaskets and secured with sufficient no. of cadmium plated iron screws and of given overall dimensions and to be fixed with G.I. bolts and nuts/ rag bolts and nuts etc. complete with all accessories including connections with suitable size of thimbles, bonding to the existing earth and painting etc. as desired by the Engineer-in-charge at site.

(iv) Sheet metal bus bar chamber suitable for 100amp. 415 volts capacity with 4 tinned copper strip bus bars each of length 270mm and cross sectional area (25mm x 3.3mm) enclosure having over all dimensions (350mm x 450mm x 150mm) nominal Each 15

5.12 34.38 SHEET METAL CUBICAL PEDESTAL, TOWER STRUCTURES, HT & LT MISCELLANEOUS ITEMS:

S/E of Sheet Metal Cubical pedestal made from 50mm x 50mm x 6mm thick MS angle iron frame with 5 sides welded & covered with MS sheet 2mm thick & front side hinged with 4" hinges & locking system with heavy duty 12" sliding door. Placed on MS strip of size 12.5mmx2.5mm thick welded with MS sheet with 4no. legs of 50mmx50mmx6mm thick MS angle iron each of 600mm long with MS sheet 100mmx100mmx6mm thick at the bottom end of the legs. Front door welded x-actionably with MS flat 25mm x5mm.The front side with MS sheet each 75mm wide & a bend of 75mm width outwards & inwards on all sides with tapered top 200mm high and pedestal with 4 Nos supporting members each of MS flat 50mmx6mm thick according to cubical size duly welded & complete pedestal to be painted with 1 coat of red oxide & 2 coats of paint &bonding to the existing earth to be erected in the 1:2:4 Cement Concrete, the platform of 150mm high from ground level & 450mm thick & 150mm from the top of the Cement Concrete platform as per Drawing attached.

(i) (a) Cubical Size 900mm high, 600mm wide and 350mm deep Each 15

(i) (b) Cubical Size 1200mm high, 900mm wide and 350mm deep Each 15

5.13 34.26 (B) TIMER

(i) (a) S/E of Microprocessor Based St. Light Controller with digital time switch daily programmed with stand by lithium battery with back up of 6 years with min. time between 2 switching operations is 1 minute, 3 nos. three pole power contactors 40A. with coil voltage 220-230V AC with 1 no. aux. contact NO, 1 no. aux. contactor 6 amp.(2NO+2NC) with coil voltage 220V AC, 3 nos. MCB 2 pole 40amp. (Ccurve, 10kA)& power wiring with single core PVC insulated FRLS cable 10 sq. mm and control wiring with PVC insulated FRLS cable 1 sq. mm, 1 no. two position selector switch to bypass timer and other accessories & petty material (din rail, 2 nos. Each 15

4 pole bakelite terminal strip 63A/ 440V AC, required nut bolts) should be fixed on bakelite sheet 6mm thick to be mounted in a IP54 surface/ flush mounting powder coated sheet metal (1.60mm thick) cabinet having size 450mmx600mmx150mm to switch ‘ON’ all the 3 phases & switch ‘OFF’ 3 phases pre-fixed timings complete in all respect as per satisfaction of Engineer-in-charge

5.14 34.30 GALVANIZED STEEL OCTAGONAL POLES FOR WIND VELOCITY OF 160 Km/ HOUR:

Supply and erection of galvanized steel octagonal pole of suitable length conforming to IS 2629/IS 2633/ IS4759. The pole shall be in single piece (single hot dip galvanized) and shall tapered towards the top.The bottom section shall have open able slot with exterior surface door & shall have suitable locking arrangement for housing three phase 4wire cable connection, bakelite sheet, MCB, loop in and out arrangement for incoming/ outgoing cables. There shall also be suitable arrangement for the purpose of earthing. Rigid Base plate of suitable size and thickness shall be welded inside and outside at the bottom of pole with provision for fixing 4 foundation bolts.The octagonal pole shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity. The foundation shall be erected over cement concrete M20 of given size to fixed up to a required planting depth below ground level as required:-

(i) Galvanized Octagonal Pole Overall Length 4 metre, Top dia.(A/F) 70mm & Bottom dia. (A/F) 130mm, Foundation size below G/L 550mm x 550mm x 900mm, 4Nos. Foundation Bolts size 16mm dia., Length≥450mm with Base Plate Dimensions 200mm x 200mm x 12mm Thick Each 884

(vi) Galvanized Octagonal Pole Overall Length 9 metre (Sheet thickness 3mm), Top dia.(A/F) 70mm and bottom dia. (A/F) 155mm, Foundation size below G/L 600mm x 600mm x 1700mm, 4Nos. Foundation Bolts size 24mm dia., Length≥750mm with Base Plate Dimensions 275mm x 275mm x 16mm Thick Each 0

(vii) Galvanized Octagonal Pole Overall Length 10 metre (Sheet thickness 3mm), Top dia.(A/F) 70mm and bottom dia. (A/F) 175mm, Foundation size below G/L 600mm x 600mm x 1800mm, 4Nos. Foundation Bolts size 24mm dia., Length≥750mm with Base Plate Dimensions 275mm x 275mm x 16mm Thick Each 36

5.15 34.30 GALVANISED OCTAGNAL POLE BRACKETS

(x) (c ) Single arm bracket 1.5 metre long for galvanized octagonal pole Each 8

(x) (g) Double arm bracket 1.5 metre long for galvanized octagonal pole Each 36

5.16 34.37 (B) DOUBLE WALLED CORRUGATED (DWC) HDPE PIPES:

Supply and erection of double walled corrugated (DWC) HDPE pipe to be laid 1mtr. below ground level including excavation (making necessary trench), placing the pipe in position and back filling with excavated soil etc. of the required size. (0.5m)

(i) Double walled corrugated (DWC) HDPE pipe 50/ 38mm (outer/ inner dia.) Mtr. 15000

(iii) Double walled corrugated (DWC) HDPE pipe 90/76 mm (outer/ inner dia.) Mtr. 750

5.17 34.38 (A) S/E of heavy duty aluminium thimbles/lugs for cable end termination duly crimped including making necessary connections etc. completely.

(ii) Aluminium cable core size 10 sq. mm - 16 sq. mm Each 7500

(iii) Aluminium cable core size 25 sq. mm - 35 sq. mm Each 90

5.18 NS (DSR-2022)-14.14.2 Providing, laying and fixing 150mm dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc. as required. Mtr. 700

5.19 34.33 LAYING OF UNDER GROUND CABLES, DISMENTALLING & ERECTION OF POLES AND CEMENT CONCRETE MUFFS:

(iii) Labour for dismantling PCC/Rail pole/3-stepped steel tubular pole upto 16m. Including carriage upto the store. Each 138

5.2 NS Supply and errection of Solar Blinkers on 4 metre long MS pole having nominal bore dia. 65mm, planting, depth 80cm with pit depth 95cm., including the cost of pole, complete in all respect. Each 30

5.21 NS Trench less Horizontal bore for laying of cable below cement concrete areas in the focal point. Mtr. 125

5.22 NS SITC of LED Lights 70W post top of make Havells cat no. CORALMAXIPT70WLED757PSYMTOPC or equivalent Philips or Surya make Each 884

5.23 NS SITC of LED Lights 100W Street Light of make Havells cat no. ENDURASUNBEAMSL100WLED757SASYTOPC or equivalent Philips or Surya make Each 0

5.24 NS SITC of LED Lights 110W Street Light of make Havells cat no. ENDURASUNBEAMSL110WLED757SASYTOPC or equivalent Philips or Surya make Each 80

5.25 NS Supply installation testing and commissioning of outdoor type IP54 cluster control 63A Centralized control and Monitoring system consisting of control panel with suitabe memory/CPU, inbuilt battery to support operation upto 8 hours, power supply 5W SMPS, Energy meter and suitable for GSM/GPRS network and proportional cost of software including integration with ICCC (integrated centralized command control centre) complete in all respects as per specifications and as desired by Engineer Incharge alongwith comprehensive on site warrantee and maintenance for 5 years with Inland transportation including loading, unloading and transfer to site, insurance and other costs incidental to delivery. Nos 15

6 RAIN WATER HARVESTING

6.1 rates reference taken from previous malhar road project Modular Rain water Harvesting Unit: A) Supply and installation i) Supply and installation of Micro filter of FRP container Rain water harvesting filter unit with 304 stainless steel strainer capable of elimination finer particulate of up to 100 micron in size the filter is of 6" inlet and outlet opposite each other at 180 degree with minimum 40 CUM per Hour capacity, as per specification. (1 no.) ii) Supply & Install 400 GSM Geo textile: - To avoid invasion of soil, provide stability to the tank, and improve quality of water within the tank with tensile strength. (130 sqm) iii) Supply and installations of De Silting chamber with respect to gravity line with 1% gradient from storage tank to recharge tank & retension /Buffer borewell tank (2 no.) iv) Supply and installations of inlet & outet connection of 6" dia. Pipe by using 50 mm grass paver including fitting and accessories with respect to gravity line with 1% gradient from storage tank to recharge tank & retension /Buffer borewell tank (2 no.) v) Supply and installation of borewell / Buffer Modular tank which is made up of 100% polypropelene material wrapped by 300 GSM Geotextile. The Modular structure with large and small plates having 97% of void volume ratio Fixed thru the Clips of each module to avoid any collapse or make the entire modular structure intact and design to bear 25 tons per sqm of load as per specificaion the size is 685MM x 408MM x 450MM Note Geotextile rates are not included in this item. (45 Cum.) vi) Supply and installation of 160 MM dia 6 kg/cm2 pressure rating PVC pipe with 1% gradient from filteration unit to recharge / storage / borewell retension pit including all fittings and accessories. (12 RMT) The work shall be executed as per relevent specifications and codes complete in all respects and as per direction of engineer in-charge. Each 54

6.2 rates reference taken from previous malhar road project B) Excavation, desilting, chamber and boring: i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete in all respects within all leads and lifts as per latest MoRTH Specification and to the satisfaction of Engineer-in-charge. ii) First class burnt brick work laid in lime mortar 1:2 (one lime and two surkhi) foundation and plinthfor filter chamber & desliting chamber iii) 12.5 mm thick cement plaster 1:2 iv) RCC Slab:Providing and Placing in position Reinforced cement concrete in super-structure complete in all respects (reincforcement to be paid separately) within all leads and lifts as per drawings and Technical Specification of MoRTH clause 1500 &1600 1700 and to the satisfaction of Engineer-in-charge. v) Boring upto 150 feet depth The work shall be executed as per relevent specifications and codes complete in all respects and as per direction of engineer in-charge. Each 54

7 FURNITURE & FIXING

7.1 18.39 Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect Kg

7.2 18.4 Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position ( Providing, fabricating, supplying and fixing pedestrian guard rail, made of hollow steel sections conforming to IS 4923, including horizontal and vertical members, welding, grinding, surface preparation, painting or coating, fixing to posts or base plates, alignment and all incidental works, complete in all respects, as per approved drawings and specifications.) Qtl 1168.5

7.3 32.57 (c) Fabrication, supply and installation of Furniture in the landscape as specified in the Schedule, drawingand revelant technical specifications

7.3.a Cast Iron bench of 1800 mm length, 900 mm width, 450 mm seating height, sides made of cast iron. Seat and back shall be made of 10 strips of M.S. pipes 63 mm x 25 mm of 14 gauge with one M.S. Flat 25 x 10 mm welded at the centre, below and back of the seat and back rest. Spray painted with approved brand paint. Fixed by grouting with 1:2:4 cement concrete (Minimum weight of each bench 105 kg) Price 12518/unit Each 108

7.4 NS Dust Bins (Fabrication, supply & installation), with two separate containers for green & blue & red waste and lid. @ 75m c/c Providing, supplying, installing and commissioning three-bin modular waste segregation dustbin set suitable for outdoor public spaces, conforming to Swachh Bharat Mission (Urban) guidelines and Smart City street furniture standards. Metal Dust Bins (Fabrication, supply & installation), with three separate containers for green & blue waste and lid. @ 75m c/c Capacity of 60Ltr. each. Each 62

7.5 NS (ref malhar road) Cycle Stand 4 PBS stand with 5 cycle slots. Each 12

8.1 29.69 Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.

II R.C.C Pipe NP-2 0

8.1.a 600 mm Mtr. 0

8.1.b 700 mm Mtr. 0

8.1.c 800 mm Mtr. 0

8.2 29.63 Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the

8.2.a (a) Single road gully chamber Size 610mm x 457mm x 800mm 301

8.2.b (b) Double road gully chamber Size 1448mm x 457mm x 800mm 130

8.3 29.74 ( c ) Providing & Fixing RCC Road Gully grating & frame

8.3.a 600mm X450 mm Each 561

29.55 (a) Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20 cm thick using M-20 mix by using mixer and vibrator , TMT fe500 @ 63.464 Kg/per cum , foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including FRCC cover with frame complete as per standard design complete in all respect . Inside size 75x120 cm and 120 cm deep Each 0

8.4.a b Inside size 90x150 cm with depth 120 cm between bottom of top slab and invert Each 62

8.4.b c Inside size 120x180 cm with depth 120 cm between bottom of top slab and invert Each 91

8.4.c d Inside size 150x180 cm and 120 cm deep Each 278

8.5 29.65 (a) Making connection of drainorsewer line with existing manhole including breaking into and making good thewalls, floorswith cement concrete1:2:4mix(1cement:2coarsesand: 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cementmortar1:2(1cement :2coarsesand) finishedwitha floatingcoat of neat cement and making necessar ychannels for the drain etc. complete. For pipes 100 to 250 mm Diametre Each 431

8.6 NS Backfilling of Excavated Soil into the trenches and extra space left near the Manholes, including Watering & Ramming Cum 17597

9.1 NS Tree Grating, Ductile iron, of size 1200mm x 1200mm x 30 mm with Inner Dai/Opening of 450 mm (Circular). Each 50

9.2 Providing, Supplying, Installing, Testing & Commissioning of Lift for Foot Over Bridge (FOB) Providing, supplying, installing, testing and commissioning of Headroom-less Passenger Lift suitable for Foot Over Bridge, complete in all respects, including RCC pit well, metal tubular pipe shaft structure, lift machinery, electrical works, safety systems, and all associated civil, structural, and finishing works. The lift shall be designed for Ground Floor to First Floor (G+1) operation, with the following specifications: Type: Headroom-less Passenger Lift Capacity: 6 Passengers (approx. 408–450 kg) Stops: 2 (Ground + First Floor) Shaft: Fabricated metal tubular pipe structure, complete with bracing, primer & approved paint finish Pit: RCC pit well of required depth, including excavation, PCC, RCC, waterproofing, and finishing Doors: Automatic center-opening / telescopic doors (SS/MS as specified) Car: Factory-finished lift car with anti-skid flooring, handrails, LED lighting, ventilation fan, mirror (if required) Drive System: Gearless / hydraulic / MRL type suitable for headroom-less conditions Safety Features: Emergency alarm, Emergency light, Overload sensor, Interlocks and safety brakes Electrical Works: Control panel, wiring, earthing, power supply connection, and necessary cabling Standards: Conforming to applicable IS codes, safety norms, and statutory requirements The rate shall include all materials, labour, tools, tackles, transportation, installation, testing, commissioning, and handover in fully operational condition, complete as directed by the Engineer-in-Charge. Each 4

10.1 ROA Prefabricated police Booth : Supplying, fabricating, transporting, and erecting mild steel (MS) or galvanized steel tubular/angle frame, including cutting, welding, primer painting, bolting, and fixing at site for a 10 ft × 10 ft prefabricated police post booth, complete in all respects as per approved drawings and directions of the Engineer-in-Charge. Include necessary minimal PCC pad foundation for leveling and support. Nos. 4

10.2 ROA Bus Shelter : Providing, fabricating, supplying, erecting and commissioning bus shelter, including structural steel framework, roofing, seating arrangements, panels/glazing, lighting provisions, signage, foundations, anchor bolts, surface treatment, painting or coating, and all associated civil, structural and finishing works, complete in all respects, as per approved drawings, specifications and directions of the Engineer-in-Charge. Nos. 14

10.3 AOR Rain Shelter : Providing, fabricating, supplying and erecting shading device structure, consisting of structural steel members, roof covering/shading panels, support columns, base plates, anchor bolts, foundations, surface preparation, painting or coating, and all associated civil and structural works, complete in all respects, as per approved drawings, specifications and site conditions. Nos 10

10.4 AOR Vending kiosk : Providing, fabricating, supplying, installing and commissioning vending kiosk, including foundation, structural framework, walling/cladding, roofing, shutters/doors, openings, internal fittings, electrical provisions, finishes, painting, signage and all associated civil and fabrication works, complete in all respects, as per approved drawings and specifications. Nos. 60

10.5 AOR Public Toilet : Constructing, supplying, installing and commissioning public toilet block permanent including civil, structural, plumbing and electrical works, comprising foundation, RCC/brickwork superstructure, roofing, partitions, doors and windows, sanitary fixtures, plumbing, drainage, electrical wiring, lighting, ventilation, finishes and all allied works, complete as per approved drawings, specifications and directions of the Engineer-in-Charge. Each 3

10.6 NS Water ATM - System with RO water dispensing capacity of 100 ltr/hr, chiller storage of 250 Ltr and Coin/Card Operated. L-6ft, W-5 feet, H-9ft Each 10

11.1 11.1 (i) First class burnt work laid in cement sand mortar 1:7 in foundation and plinth cum 220.5

11.2 11.8 First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. cum 585

11.3 15.9 12.5 mm thick plaster with cement sand ratio of 1:4 Sq.m 8970

11.4 14.85 Kota stone rough dressed 40mm to 50mm thick slabs, set to pattern in pavements over 20mm thick base of cement mortar (1 cement, 3 Sand) laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone Sq.m 150

11.5 16.58 Paint : Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm Sq.m 8970

11.6 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam , Footings. Sq.m 150

11.7 9.16 Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof. Sq.m 300

Design and Development of World Class Streets in Ludhiana Stretch 1 Sherpur Chowk to Jagraon Bridge (4.38 Km) Stretch 2 Jagraon Bridge to Old Sabji Mandi Chowk (1.54 Km) Stretch 3 Fountain Chowk to Bharat Nagar Chowk (1.06 Km) Stretch 4 Fountain Chowk to Aarti Cinema Chowk (2.02 Km) Stretch 5 Chaura Bazaar Chowk to Ghas Mandi Chowk (0.78 Km) Stretch 6 Road Outside DMC Hospital (0.51 Km) Stretch 7 Road Outside CMC Hospital (0.47 Km) Stretch 8 Gill Canal Bridge to Gill Village Chowk (1.96 Km) Stretch 9 Model Town road- Preet Palace to Dugri Canal Bridge (1.46 Km) Stretch 10 Field Ganj to Brown Road (Civil Hospital) (0.87 Km) including link between Brown road and CMC Road (0.36 Km) GRAND TOTAL

Sr. No. MoRTH Clause CSR Punjab 2020 Item Unit Through Rates (Zone A) Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Total Quantities Total Amount

1 SITE CLEARANCE & DISMANTELING SITE CLEARANCE & DISMANTELING SITE CLEARANCE & DISMANTELING

1.1 24.1 Clearing Grass and Removal of rubbish: Clearing Grass and removal of rubbish up to a distance of 50 Metres outside the periphery of the area as per technical clause 201 & MORT&H specifications. Hectare 24606 1.04 1.26 0.084 0 0 0 1.5 0.5 0.05

1.1.a 8.6 (a) Dismanteling : Lime concrete, cement concrete of 1:6:12 or leaner mix Cum 412

1.1.b 8.6 (b) Cement concrete plain 1:4:8 or 1:5:10 mix Cum 682

1.1.d 8.6 (d) Cement concrete plain 1:2:4 mix Cum 1365

1.1.e 8.6 (e) Reinforced cement concrete Cum 2204

1.2 8.42 Dismanteling of precast concrete kerb stones thickness 40mm upto 75mm Cum 412 160.2 82.8 118.8 30.6 16.2 28.8 70.2 45 15

1.3 8.43 Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, 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. Sqm 107 4251 2275 2178 8265 0 45 3046 2015 1010

1.4 8.46 Dismanteling Median railing ;Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. Kg 5 11952 31248 8604 0 0 720 5310 15714 5076

1.5 8.5 (B) Dismantling of brick work tile, masonry or tile lining in Cement Cum 682

1.6 Milling on Bitumen Surface : Dismantling of existing damaged Bitumen surface by Cold Milling Machine upto 30 mm depth. Cum 32.32 736.66 471 777.15 0 65.83 119.89 941.16 694.32 344.22

1.7 AOR Dismantling of Crash Barrier Mtr. "₹ "#,##0.22 800 1500 500 400 200 100 100 500 200

1.7 24 . 6 (c ) Excavation in Soil (any type) using Hydraulic : Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. Cum 32

1.8 24.3 (a) Dismanteling of Flexible pavement: Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications Cum 292

1.9 24.3 (b) Dismantling of bituminous course of flexible pavements by mechanical means and disposal of dismantled material upto lead of 1000 m stacking servicable and unservicable material separately as per technical clause 202 of MORT&H specifications. Cum 233 1171.1 397.87 257.01 430.57 0 11.27 52.26 469.49 398.28 513.69

1.10 24.3 ( c) Dismantling of granular course of flexible pavements by manual means and disposal of dismantled material upto lead of 1000 m, stacking servicable and unservicable material separately as per clause 202 of MORT&H specifications. Cum 434.16 2125.5 1137.5 1089 0 0 22.5 1523 1007.5 1396

1.11 5.2 (I) Carriage and disposal of Excavated Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth upto a distance of 10 km Cum 245.43

1.12 8.18 Existing Footpath Dismantling along Road: Dismantling of brick or flagged stone flooring including concrete flooring. Cum 85

1.13 8.4 Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means) Cum 341

1.14 32.4 Site Clearance : Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material, disposal of unserviceable material and filling in pits and repressions

1.14.a (a) Beyond 30 cm girth up to and including 60 cm girth. Each 237

1.14.b (b) Beyond 60 cm girth up to and including 120 cm girth. Each 1066

1.14.c (c) Beyond 120 cm girth up to and including 240 cm girth. Each 4976

1.14.d (d) Above 240 cm girth. Each 9952

1.15 8.5 (b) Dismantling brick work tile, masonry or tile lining in cement Cum 682

2 SOFTSCAPE SOFTSCAPE SOFTSCAPE

2.1 32.55 Providing and fixing of white river (Stone) pebbles size of 2" to 2.50" dia in natural colour at site of work including loading, unloading and carriage Sqm 684 734 678 556 0 0 0 450 220 50

2.2 5.2+4.1 Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). Cum 207.75 2832.57 3407.67 2285.55 0 0 0 4050 1348.65 157.68

2.3 6.3 Dressing of earth work : New work or remodeling work. Unit Cum 1.23 2832.57 3407.67 2285.55 0 0 0 4050 1348.65 157.68

2.4 32.14 Supplying and planting permanent trees in prepared pits and watering Each 170 0 299 398 0 15 0 1040 395 0

2.5 NS Supply and planting Trees, of height, caliper and multi-branching as per specification: Pongamia pinnata/Karanj (3m height overall, clear trunk height 1.5m, 2.5m canopy width, 50-80mm caliper, straight trunk & balanced canopy) Location: Pedestrian walkway Each 453.890625

2.6 NS Supply and planting Trees, of height, caliper and multi-branching as per specification: Tabebuia Rosea/ Rosy Trumpet Tree (3m height overall, clear trunk height 1.5m, 2.5m canopy width, 50-80mm caliper, straight trunk & balanced canopy) Location: Green corridor Each "₹ "#,##0.00

2.7 NS Supply and planting Trees, of height, caliper and multi-branching as per specification: Cassia fistula/ Amaltas (3m height overall, clear trunk height 1.5m, 2.5m canopy width, 50-80mm caliper, straight trunk & balanced canopy) Location: Green Corridor Each 556.7725

2.8 NS Supply and planting Trees, of height, caliper and multi-branching as per specification. Ficus infectoria/ Pilkhan (3m height overall, clear trunk height 1.5m, 2.5m canopy width, 50-80mm caliper, straight trunk & balanced canopy) Location: Median Each "₹ "#,##0.00

2.9 Supply and planting Small Shrubs, Grasses, Climbers and Succulents of height, spread and growth as per specifications.

2.9.a 3.5 NS Supply and planting Trees, of height, caliper and multi-branching as per specification.: Bougainvillea glabra (Pink) @900mm c/c, 900mm high, multi branched, well developed. Location: Median Sqm 278.38625

2.10 Supply and planting Ground Covers and seasonals (seedlings of hybrid varieties).

2.10.a 3.6 NS Supply and planting Trees, of height, caliper and multi-branching as per specification.: Pennisetum orientale or triflorum/ Oriental fountain grass @600mm c/c, 450mm high, well developed. Location: Green Corridor Sqm 338.905

2.11 NS Supply and planting Trees, of height, caliper and multi-branching as per specification.: Cymbopogon citratus/ Lemon Grass @600mm c/c, 450mm high, well developed. Location: Green Corridor Sqm 338.905

2.12 32.2 Supplying at site of work good quality top soil, free from debris and weeds, from approved site of work with 5 km lead. Cum 557

2.12.a 32.3 Supplying of good earth/ soil-less media and/or organic matter, preparation of top dressing mixture or pot media

2.13 (f) Mixture of cocopeat, vermiculite and perlite in ratio of 2:1:1, adding fertilizers to make potting media. Cum 4317

2.14 NS Planting Creepers plants in prepared pits and watering Each 1406 0 10 10 10 30 0 20 20 10

2.15 32.9 Fine grassing including uprooting rank vegetation and weeds by digging the area to a depth of 30 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growth after 10 to 15 days, mixing fertilizer and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, watering, weeding and maintenance for 30 days or till thick lawn is formed.

2.15.a (a) Planting Selection no. 1 grass roots in rows 5 cm apart in both directions. Sqm 69 5245.5 8834.7 2962.75 0 0 0 4107 2000 385

2.15.b (b) Planting Selection no. 1 grass roots in rows 7.5 cm apart in both directions. Sqm 56

2.15.c (c) Planting Selection no. 1 grass roots in rows 10 cm apart in both directions. Sqm 51

2.15.d (h) Providing and fixing Neelgiri/ Mexican grass turf with earth 50mm to 60 mm thickness and ramming with required wooden tools, rolling with light roller to make the surface smooth and even. Sqm 278 5245.5 8834.7 2962.75 0 0 0 4107 2000 385

2.16 32.62 Providing and fixing steel tree guard : MS circular tree guard with wire mesh, having 4 No. legs of angle iron size 25x25x3mm, 1.80 mtr. height, 3 No rings of M.S Flats of 25 x 6 mm, 60cm dia and fixing of wire mesh size 50x75mm. Tree guard in two halves bolted together with 8mm dia & 30 mm long bolts, and fixing 250 mm X 100 mm iron plate, fixed in ground with 1:2:4 cement concrete, complete in all respects. Each 2906 0 299 398 0 15 0 1040 395 0

2.17 32.7 Grassing of grounds with doob grass including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, rough dressing and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting grass roots in rows 10 cm apart in both directions, watering, weeding and maintenance till turf is formed Sqm 35

2.18 32.18 Shrubs : Supplying and planting permanent shrubs in prepared pits and watering Each 66 3390 3788 11912 0 0 0 4452 2996 0

2.19 AOR Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved oil and compacting it with appropriate equipment. Sqm 57.86

2.20 AOR Sculpture Pedestal Finish with 450mm height and 1.5Mtr radius with Good quality earth used for backfilling topping with 2" P.C.C 1:2:4 and Granite fixed on top for base approved by site in charge. Each 10131 4 4 2 0 0 0 4 4 2

2.21 32.28 Ground Cover : Planting ground covers (special) including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 25cm distance from plant to plant and row to row. Sqm 676 0 0 0 0 0 0 2261 686

2.22 NS Coir Geotextile : Providing and laying woven open-weave coir geotextile (Coir Bhoovastra) of 600 GSM, made from 100% natural coir fibres, for soil protection, stabilization and erosion control, including surface preparation, overlapping, anchoring with suitable pegs, complete in all respects as per specifications and directions of the Engineer-in-Charge. Sqm 120 2202 3710 1244.46 0 0 0 1724.94 840 470

2.23 NS Drip Irrigation : Supplying, transporting, and installing a complete drip irrigation system, including mainline, sub-mainline, laterals, drippers, emitters, valves, filters, pressure regulators, connectors, and all necessary accessories as per approved design and specifications. The work includes trenching or laying of pipes on surface/raised beds, fixing drippers at specified spacing, connecting lateral lines to main/sub-main lines, testing for leaks and proper flow, flushing the system, commissioning, and demonstration of operation. The system shall ensure uniform water distribution, water-saving efficiency, and shall be executed in accordance with the manufacturer’s instructions, approved drawings, specifications, and directions of the Engineer-in-Charge 156 1154 0 0 0 90

3 ROADWORKS ROADWORKS ROADWORKS

3.1 24.5 (b) Good Quality earth filling in earthen shoulders: Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications Cum 491

3.2 21.7A Plain Cement Concrete PCC : Plain/Reinforced Cement Concrete M15 (1:3:6) in Open Foundation complete as per Drawing and Technical Specifications. Cum 4319 2633.8 1343.75 3230.35 0 193.35 370.2 2559.8 1281.1 1150.45

3.3 24.4 (a) Compacting original ground below road crust to Construct Sub-Grade : Loosening, leveling and compacting original ground up to a level of 500mm below road crust, mixed with water at OMC, levelled, graded and compacted in layers by rolling so as to achieve minimum dry density as given in Table 300-2 for sub grade construction as per technical clause 305 of MORT&H specifications Cum 65 1800 1587 0 0 0 800 0 0 0

3.4 24.5 (a) Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per technical clause 305 of MORT&H specifications Cum 308 434 1045 194 4132.5 119.5 615

3.5 24.8 Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications Cum 1353 217 97 0 59.75 307.5

3.6 24.13 Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, complete as per Clause 406 of MoRTH Specifications. Cum 1579

3.7 24.12 (i) Water Bound Macadam Grading II - Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications Cum 1685.51 5538.6 6505 2369.8 2367.2

3.8 24.15 Providing and applying Primer Coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means complete as per Clause 502 of MoRTH Specifications. Sqm 32.11 2090 388 0 239 3258

3.9 24.16(A) Providing and applying Tack Coat with bitumen emulsion RS using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications Sqm 10.65

3.10 503 24.16(B) Providing and applying Tack Coat on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MoRTH specifications bitumen emulsion RS using emulsion pressure distributor at the rate of 0.4 kg per sqm Sqm 15.18 49978.48 17790 26293 0 4112 2999 26402 23840

3.11 24.19 (A) Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications Cum "₹ "#,##0.00 1290.08 19.4 0 11.95 61.5

3.12 24.23 (A) Providing and laying Bituminous Concrete 30mm to 45mm thick with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications Cum 7597 1876.355 790 1181.24 0 149.278 131.37 2432.9 1505.88 565.53

3.13 22.12 (A) Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, complete as per drawing and Technical specifications and as directed by the Engineer-in-charge. Mtr. 3393.6

3.14 24.56 (A) "W" Type Metal Beam Crash Barrier SingleSided : Providing and erecting Single Sided "W" metal beam crash barrier cProviding & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119. Mtr. 2618.44

3.15 22.12 (F) W" Type Metal Beam Crash Barrier Double Sided : Providing & erecting "W" type metal beam crash barrier double sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on both sided on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rails to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long on both sides fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119. Mtr. 3112

3.16 AOR Type - B, "Thrie" : Metal Beam Crash Barrier Single Sided- Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 Mtr. 4180 0 0 0 0 0 0 0 0 0

3.17 NS AOR Construction of Speed Table by excavation of road/soil with hydraulic excavator upto 200mm depth, including dressing and compaction in cross slope/camber, fixing pre-cast kerbs conforming to M20 (joints of kerbs shall be filled with CM 1:6) as per drawing; including laying 100mm cement concrete 1:5:10 under 100mm concrete of 1:2:4 (with 40mm stone aggregate nominal size) along with providing and laying HDPE 200 mm o/d pipes (IS:14333, PE100, class PN-6) and further laying 100mm thick chisel dressed cobble stone over a bedding of 20mm thick cement sand mortar 1:3, filling the joints with cement sand mortar 1:3, along with a line of tectile flooring tile of size 300mm x 300mm x 10mm +5mm thick throughout the length of the speed table, providing and laying Precast Cement Concrete Cylindrical Bollards at 1 m c/c spacing between each other Overall Dimensions: 950mm Height X 150mm dia, with having 2 type-9 retro-reflector(25mm wide) on top groove on both sides of the speed table, complete in all respects as per drawing and directions of the Engineer. The ramps on both sides above road level of the Speed Table shall be paid separately under respective item. (As per Drawing) Sqm "₹ "#,##0.52 788 848 540 379 0 0 0 911 747 34

3.18 NS 22.12 (B) Construction of Ramps of Speed Table with un-reinforced standard M-40 Grade Cement concrete as per MoRTH Specifications 1703, for a given line, level, and length with texture surface finish (MoRTH 602.9.11), using brush and tines. The overall works Include supplying, mixing, transporting, placing, compacting, and curing with adequate safety precautions and traffic management arrangements, as per applicable MoRTH/IRC standards. Cum 3789 382 641 510 0 0 40 1035 617 322

3.19 512 & 803 24.62 (a) Rumble Strips with Thermoplastic Road marking : Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MoRTH specifications or As Directed by the Engineer. Mtr. 89.55 271 86 120 0 62 57 82 64 57

3.20 4.19 AOR Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, overlaid with 50 mm thick factory made cement concrete interlocking paver block of M-30 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge., colour and pattern (as approved by Engineer) complete as per directions of Engineer, including provision of all drainage arrangements but excluding kerb channel as per MoRTH specifications 410. Sqm 921.85 100 100 100 0 0 0 0 0 0

3.21 14.116 Providing and Laying Tactile Flooring full body vitrified , low water absorption below 5%, having excellent slip resistance , very dense, durable and abrasion resistant, solid through colour, fade proof, highly chemical and stain resistance unglazed finish porcelain tile of size 300mm x 300mm x 10mm + 5mm thick, approved profile design, Tec-button/Tec-liner laid in ordinary grey cement and on 20mm thick bed of cement mortar 1:3 filling neat cement slurry between joints with White Cement containing pigment to match the shade complete in all respect. (Tile design and pattern will be as per guidelines issued for persons with disability) Sqm 1810 1550 1068.48 2036.16 393.12 514.08 473.76 1975.68 1471.68 1360.8

3.22 Applying priming coat with metal primer on new steel or iron work including preparation of surface. Sqm 24 2600 900 1700 0 400 500 1800 2100 2100

3.23 16.21 Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work Sqm 62 2600 900 1700 0 400 500 1800 2100 2100

3.24 24.41 (A) Pre-Cast Cement Concrete Kerb: Providing and laying factory made rubber moulded smooth finish half Round pre-cast cement concrete Kerb blocks of M-20 grade, 250mm high with bottom width 165mm and top width 115mm, made over the strong vibratory table and fixing with cement mortar 1:2 as per MoRTH specifications 409. In conformity with line, levels and dimensions as per the drawing or as directed by the Engineer. Mtr. 357.56

3.25 Pre cast cement concrete channel : Providing and laying factory made rubber moulded smooth finish cement concrete Channel M-20 grade 300mm wide and 75mm thick made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications Mtr. 233.73

3.26 14.138 Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. Sqm 676

3.27 CSR 10.11 Cement Concrete 1:3:6 with stone ballast (PLAIN CEMENT CONCRETE 150MM ) Areas: Below Footpath Cum 3239 0

3.28 CSR 24.58 + 18.18 (AOR) Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with cement contents 350kg per cum and coarse and fine aggregates conforming to IS:383 mixed with concrete mixer using weigh batcher, laid in position over 125 micron thick polythene sheet, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, including provision of contraction and expansion joints as required, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications TMT Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. 10mm dia Steel @ 150mm C/C Single jaali as 60 kg/cum 125 mm thk.; Finish: Broom Finish; Colour: Pigment colour Grey or as per approval, panel size 1.05m x 1.05m. Cum 7692 80 225.75 404.61 0 69.43 60.41 291.37 152.61 245.61

3.29 DSR 4.9 Concrete Bollards Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape, including providing M.S. Pipe Sleeve 50 mm dia 300mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250 x 250 x 450 mm deep for the same in bitumen/concrete pavement at specified spacing. Mtr. "₹ "#,##0.00 2414 860 680 548 100 178 178 390 290 220

3.30 NS Precast Cement Concrete Cylindrical Bollard Overall Dimensions: 950mm Height X 150mm dia, with having 2 type-9 retro-reflector(25mm wide) on top groove. Bollard is reinforced with 4 Nos 4 mm dia stirrups at 150 mm c/c. Bollard is manufactured with cement concrete of M-30 grade by vibro compaction method using FRP/ steel moulds, so as to achieve shuttering finish. Each 624 20 38 30 0 20 20 40 20 20

3.31 24.41 (b) Cast in Situ Cement Concrete M20 Kerb : Construction of cement concrete Kerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 20 grade Kerb stone laid with Kerb laying machine, all complete as per clause 408 Cum 4833.53

3.32 24.41 (d) Cast in Situ Cement Concrete M 20 Kerb with Channel : Mtr. 336.34 0 0 0 0 0 0 0 0 0

3.33 NS Hydrallic Bollards : Supplying, Installing, Testing, and Commissioning of Mild Steel Automatic Hydraulic Bollards (10-sec Rise Time) Supplying, fabricating, and installing mild steel automatic hydraulic bollards of approved make and model, capable of rising and lowering within 10 seconds, including hydraulic power pack, control panel, electrical wiring, sensors, safety mechanisms, and necessary civil foundation works. The work shall include excavation, providing and laying PCC foundation, grouting of bollard base, installation of bollard with precision alignment, interconnection with hydraulic and electrical system, testing of rise/lower operations, integration with access control if required, commissioning, and handing over complete in all respects as per manufacturer’s instructions, approved drawings, specifications, and directions of the Engineer-in-Charge. Each 375000 0 0 0 16 0 0 0 0 0

3.34 NS Saucer Drain Grey colour, 300mm (L) x 300mm (W) x 100mm (D), Smooth finish M-30 grade concrete Mtr. 483.27 4400 6000 3200 1540 800 650 5140 4200 2640

3.35 NS Providing and laying of Delhi Quartzite (DQ) cobble stone 100 mm x 100mm x 70mm of specified finish and pattern as per drawings, laid over cement mortar 1:3, 5mm tool jointed with neat cement slurry to match the shade of paving. All complete as per direction of Engineer-in-charge and to meet client representative's satisfaction. Areas: Table Top crossing- Flat area between pedestrian crossings Sqm "₹ "#,##0.99 6621 2688 1071 2557 0 0 397 2702 2579 2237

3.36 NS Providing and fixing or near ground level Grade M30 precast cement concrete in kerbs(300 mm x 300 mm x 150 mm) ,edging etc. as per approved pattern and setting in position with cement mortar 1:3 including the cost of required centering and shuttering. Mtr. 337 8800 12000 6400 0 1600 1300 10280 8400 5280

3.37 16.18 (a) Painting of median kerbstone: Painting two coats excluding priming coat with synthetic enable paint in all shades on wood works , metallic or plastered , concrete surface to give an even shade. with special quality paint Sqm 58.1 0

3.38 14.138 Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. Sqm 676 10 10 10 10 10 10 10 10 10

3.39 14.139 Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. Sqm 805 10 10 10 10 10 10 10 10 10

3.40 14.14 Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M- 50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in- Charge. Sqm 1034 4858 2110 3630 8265 0 0 1892 795 861

3.41 NS Providing and installation of Exposed aggregate Spherical Bollard Seating bollard Manufactured by M-30 Grade of concrete Type-II having Dimensions 450 mm dia, 430mm long stem & 880 mm High. Each 2500 93 37 87 48 28 28 90 48 48

3.42 NS Providing and installation of bollard with Solar panel and light 800mm diameter and 150mm high Each 1

3.43.a 10.35 (a) Preparing watering and ramming surface for laying concrete Headwork/Horizontal Sqm 27 26825 13728 32137 0 1692 3330 23839 11770 4034

3.44 NS Grit Finish : Providing and laying washed stone aggregates Grit finish paving of 50 mm thickness appllying with cement slurry @2kg of cement per sqm, top layer 15mm thick cement plaster 1:1/2:2 (colour and composition as per material schedule to be finalized based on samples approved on site) The stone chips of avg size 10-20mm to be procured after approval of samples by the landscape architect. After application the surface to be scrubbed with wire brush and washed with water to expose the stone chips to get the desired finish. 20mm expansion joints at 5mm c/c with epoxy sealant and 5mm grooves. The rate includes the cost of pigment,making groove, curing and all ancillary works as required for proper completion of works as per drawings. Cum 1650 1098.35 580.9 1425.35 0 84.6 166.5 1097.35 548.75 487.5

4 ROAD SIGNAGE & MARKING ROAD SIGNAGE & MARKING ROAD SIGNAGE & MARKING

4.1.a 803 24.57 (a) 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 for Lane / centreline/ edge marking / transverse and any other marking. The finished surface to be level, uniform and free from streaks and holes complete as per technical Clause 803 of MoRTH Specifications (Fifth Revision). Lane/centerline/edge marking or any other marking Sqm "₹ "#,##0.99 9153 1940 2174 969 0 302 251 2199 2824 984

4.1.b b) i Directional arrows, lettering etc: Straight (nr) AM 08 Each 150 90 88 68 0 12 36 66 66 24

4.1.e iv Lettering Each 44 26 18 20 0 10 10 14 16 18

4.1.g vi Diagonal Marking Sqm "₹ "#,##0.99 50 0 60 45 0 0 0 60 60 0

4.1.j viii Cycle Track Stencil Marking Each 1025.68 40 22 0 0 0 0 36 28 16

4.1.k ix Cold applied epoxy paint for cycle track Sqm 1500 480 264 0 0 0 0 432 336 192

4.2 AOR Transverse Bar Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic marking of 5 mm height and 300 mm wide. 5 mm height is achieved through 2 applications of thermoplastic, applied at an interval on not less than one hour after the first layer gets solidified with reflectorizing glass beads only on top layer @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 .The finished surface to be level, uniform and free from streaks and holes. Remaining as per 803 MoRTH Specifications. Sqm "₹ "#,##0.99 39 49.5 33 39.6 0 9 0 46.2 43.2 27

4.3 AOR Transverse Bar Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic marking of 15 mm height and 300 mm wide. 15 mm height is achieved through 6 applications of thermoplastic, applied at an interval on not less than one hour after the first layer gets solidified with reflectorizing glass beads only on top layer @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 .The finished surface to be level, uniform and free from streaks and holes. Remaining as per 803 MoRTH Specifications. Sqm 3564.89 24.75 16.5 19.8 0 4.5 0 23.1 21.6 13.5

4.4 NS Supplying and fixing Red Reflector of 80mm x 120mm size on Thrie-Beam crash barrier at the spacing specified in the drawings made of Type XI micro prismatic sheeting conforming to ASTM D 4956-09, complete as per clause 801 of MORT&H specifications. A 10 years per-qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI Retro reflective sheeting from the manufacture & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted. Each 200 200 200 200 200 200 100 200 200 100

4.5 801 B (xi) NS Supplying and fixing Single Chevron (500mm x 600mm ) sign (SC) in single post rectangular as perIRC:67-2012 with Retro-Reflective Prismatic Grade Sheeting (Type XI) having a pressure-sensitive adhesive of the aggressive-tack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer, fixed over 4 mm thick Aluminum Composite Materials (ACM) sheet having aluminum skin thickness of 0.4 mm on both sides and fixing the same with suitable size aluminum alloy rivets @ 200mm c/c to back support frame of M.S. angle iron of size 25x25x3mm supported on two square hollow steel section posts of size 63.5 mm x63.5mm x 3.2 mm conforming to IS: 4923 firmly fixed to ground in 1:2:4 cement concrete foundation of size 0.45x0.45x0.75m complete as per Drawing, Technical Clause 801 of MoRT&H specifications (Fifth Revision) and direction of Engineer-in-Charge. Each 4757

4.6 24.44 Cautionary Signs Board as per IRC 67 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmconforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MoRTH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .

4.6.a i) Triangular 1200 mm x 1200 mm x 1200mm side complete as per drawings and Technical Specifications Clause 801 Each 6536

4.6.b ii) Triangular 900 mm x 900 mm x 900mm side complete as per drawings and Technical Specifications Clause 801 Each 4384

4.6.c iii) Triangular 600 mm x 600 mm x 600mm side complete as per drawings and Technical Specifications Clause 801 Each 3261

4.7.a 24.45 Mandatory Circular Sign board 900mm diameter, as per IRC 67 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MoRTH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67- for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67.

4.7.b 24.45 (a) i) 900mm Circular Sign complete as per drawings and Technical Specification clause 801 Each 5760.91 12 8 5 0 5 2 20 21 10

4.7.c 24.45 (b) ii) 600mm Circular Sign complete as per drawings and Technical Specification clause 802 Each 3834.41

4.7.d 24.45 (a) iii) Triangular 900 mm side (for "GIVE WAY" sign) complete as per drawings and Technical Specifications Clause 801 Each 5760.91 18 10 5 0 5 2 23 27 16

4.7.e iv) Stop Sign - Octagon of size 900 mm complete as per drawings and Technical Specifications Clause 801 Each 3215 13 7 6 0 0 0 8 9 5

4.8 24.46 Providing and fixing of retro-reflectorized Informatory Sign having approved massages e.g. letter, numerals, symbols/legend/arrow etc. in Regional and/or Hindi and /or English as per drawing and Technical Specifications for Road and Bridge works (Fourth Revision). As per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 – 09 and as per IRC 67, fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25 x 25 x 3mm angle iron supported on a square hollow steel section post 60 x 60 x 3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MoRTH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67.

4.8.a 24.46 (a) i) Rectangular 800mm x 600mm complete as per drawings and Technical Specifications Clause 801 (Facility Information) Each 4926.71 73 14 30 0 0 0 43 8 21

4.8.b 24.46 (b) ii) Rectangular 450mm x 600mm complete as per drawings and Technical Specifications Clause 801 (Route Marker Sign) Each 3747.59

4.8.c 24.46 (c.) iii) Square 600mm x 600mm complete as per drawings and Technical Specifications Clause 801 Each 4188.22

4.9 24.47 Place Identification Sign Board 900x600mm Rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on two square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67. Each 7072.23

4.10 24.52 (A) Overhead sign board 6000 x 1500mm cantilever type single sided as per IRC 67-2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of a cantilever type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates,designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67. Each 197904.63

4.11 24.51 (a) Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with high intensity Micro prismatic Grade Retro-Reflective Sheeting Type XI as per ASTM D 4956-09 and as perIRC:67-2012 with Retro-Reflective Prismatic Grade Sheeting (Type XI) having a pressure-sensitive adhesive of the aggressive-tack type requiring no heat, solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer, fixed over 4 mm thick Aluminium Composite Materials (ACM) sheet having aluminium skin thickness of 0.4 mm on both sides and fixing the same with suitable size aluminium alloy rivets @ 200mm c/c to back support frame of M.S. angle iron of size 25mm x 25mm x 3mm supported on two square hollow steel section posts of size 63.5 mm x 63.5mm x 3.2 mm conforming to IS: 4923 firmly fixed to ground in 1:2:4 cement concrete foundation of size 0.45x0.45x0.75m complete as per Drawing, Technical Clause 801 of MoRTH specifications (Fifth Revision) and direction of Engineer-in-Charge Each 4028.66 10 2 0 0 0 0 13 6 7

4.12 Providing & Fixing Reflective Pavement Markers (Road Studs) from ASA (Acrylic Styrene Acrylonitrile) or HIPS (Hi-impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS) or any other suitable material approved by the Engineer with moulded twin shanks as per IRC 35-2015. The markers shall support a load of 13,635 kg tested in accordance with ASTM D 4280. Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. Lenses shall be moulded of methyl methacrylate conforming to ASTM D 788 or equivalent. The slope or retro-reflecting surface shall preferably be 35 + 50 to base and the area of each retro-reflecting surface shall not be less than 13.0 sqcm. Marker height shall not be less than 10 mm and shall not exceed 20 mm and its width shall not exceed 130 mm. The road studs shall be legibly marked with the name, trade mark or other means of identification of the manufacturer. No nails shall be used to affix the marker so that they do not pose safety hazard on the roads. Fixing will be done by drilling holes on the road for the shanks to go inside and using the adhesives and the procedure recommended by the manufacturer and complete as per technical clause 804 of MoRT&H specifications (Fifth Revision) and as directed by the Engineer. The contractor shall obtain from the manufacturer a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel and submit the same to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers.(Ref Dwg.) Each 243.71 2520 3755 1403 0 235 200 2870 3708 1177

4.13 24.64 Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overall height of minimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. Each 239.32

4.14 Suggestive Providing and Fixing Hazard Marking on the surface of Trees, Concrete, Mansonry etc., of width not less than 450 mm with 6 stripes of alternate black and white strips of 300 m, inclined at 45 degrees towards traffic using Aluminum-backed flexible prismatic (‘AFP’) sheeting consisting of Yellow/Black colored flexible prismatic sheeting non-metallic prismatic lens as retro reflective elements and conforming to ASTM D 4956-09 Type VI specification values for reboundable retro reflective sheeting with printed arrow/slant line pattern. AFP sheeting laminated at the back with a 50 micron thick Aluminum (Al) foil with pressure sensitive adhesive and liner and shall not crack when tested for flexibility as per section S2.2.2 of ASTM D 4956-09 including application on any surface with a neoprene contact adhesive with Polychloroprene as base and ceiling the edges all around with epoxy-based structural adhesive to resist any peel-off and shall confirm to IRC Accreditation No. IRC 24(12)/2010 ACC-70 dt 14.07.2010, including all cost & conveyance of materials,all labour & fixing charges charges etc. complete as per Drawing and Technical Specifications. Sqm 500

4.15 Suggestive 16.17 Providing and Fixing Hazard Marking on the surface of Trees, Concrete, Mansonry etc., of width not less than 450 mm with 6 stripes of alternate black and white strips of 300 m, inclined at 45 degrees towards traffic by painting two coats after filling the surface with synthetic enamel paint in all shades on concrete surfaces. Paint material conforming to requirement of clause 803.3. Sqm 66 444 444 444 444 444 444 444 695 193

4.16 Suggestive Anti - Glare Devices in Median:- Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 45 degrees to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings) Each 750 10 10 10 10 10 10 10 10 10

4.17 Suggestive NS Steel Pedestrian Guard Rail 1100 mm high from the surface of Footpath with rounded top to prevent injuries as per IRC : 103 including cost of bolts and nuts, screws, welding rod complete fixing in position. Mtr. 3400 10 10 10 10 10 10 10 10 10

4.18 16.20 and 16.17 Applying priming coat with metal primer on new steel or iron work including preparation of surface and Painting two or more coats with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. Sqm 90

4.19 CSR 24.60 (a) Providing and making rumble strips 15-20 mm high at centre, 250 mm wide place at 1 m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100 mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORTH specifications. Mtr. 26.67 0 286 308 0 60 0 286 176 0

4.20 22.4 Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. Sqm "₹ "#,##0.99 50 50 50 50 50 50 50 50 50 50

5 ELECTRICAL ELECTRICAL ELECTRICAL

5.1 ROA R.C.C Cable trench type 1 - 1300 mm Providing, supplying, transporting, and laying precast reinforced cement concrete (R.C.C.) U-type cable trench with angles fixed inside for cable holding of approved design, size, and thickness , including excavation in all kinds of soil, preparation and leveling of bed and ramming with watering, providing and laying plain cement concrete (PCC) bedding where required, placing and aligning precast units , level, and gradient, jointing with cement mortar or approved jointing material, sealing joints watertight, curing, backfilling with suitable material, compaction, disposal of surplus excavated material, and all incidental works complete as per drawings, specifications, and directions of the Engineer-in-Charge. Mtr. 11223

5.2 ROA R.C.C Cable trench type 2 - 1700 mm Providing, supplying, transporting, and laying precast reinforced cement concrete (R.C.C.) U-type cable trench with angles fixed inside for cable holding of approved design, size, and thickness , including excavation in all kinds of soil, preparation and leveling of bed and ramming with watering, providing and laying plain cement concrete (PCC) bedding where required, placing and aligning precast units , level, and gradient, jointing with cement mortar or approved jointing material, sealing joints watertight, curing, backfilling with suitable material, compaction, disposal of surplus excavated material, and all incidental works complete as per drawings, specifications, and directions of the Engineer-in-Charge. Mtr. 17590

5.3 29.44 (C) HDPE PIPE 150MM : Providing, laying in trenches and jointing of HDPE pipes having ISI specification IS:14333, PE100, class PN-6 marked on them, make Reliance/ Hasti / Dura-Line , laying the same in trenches to correct alignment and gradients, cutting and jointing testing for water tightness and making good the leakages and defects including cost of specials complete in all respects. Mtr. 1272 4312 2968 5656 2184 714 658 5488 4088 3108

5.4 AOR LIGHT POLES TO BE REMOVED Each 11600 50 37 46 4 3 0 93 67 28

5.5 NS Controlwell 243 X190 X 90 JUNCTION BOX FOR HDPE PIPE Each 3000 86 59 113 44 14 13 110 82 62

6 RAIN WATER HARVESTING RAIN WATER HARVESTING RAIN WATER HARVESTING

6.1 rates reference taken from previous malhar road project Modular Rain water Harvesting Unit: A) Supply and installation i) Supply and installation of Micro filter of FRP container Rain water harvesting filter unit with 304 stainless steel strainer capable of elimination finer particulate of up to 100 micron in size the filter is of 6" inlet and outlet opposite each other at 180 degree with minimum 40 CUM per Hour capacity, as per specification. (1 no.) ii) Supply & Install 400 GSM Geo textile: - To avoid invasion of soil, provide stability to the tank, and improve quality of water within the tank with tensile strength. (130 sqm) iii) Supply and installations of De Silting chamber with respect to gravity line with 1% gradient from storage tank to recharge tank & retension /Buffer borewell tank (2 no.) iv) Supply and installations of inlet & outet connection of 6" dia. Pipe by using 50 mm grass paver including fitting and accessories with respect to gravity line with 1% gradient from storage tank to recharge tank & retension /Buffer borewell tank (2 no.) v) Supply and installation of borewell / Buffer Modular tank which is made up of 100% polypropelene material wrapped by 300 GSM Geotextile. The Modular structure with large and small plates having 97% of void volume ratio Fixed thru the Clips of each module to avoid any collapse or make the entire modular structure intact and design to bear 25 tons per sqm of load as per specificaion the size is 685MM x 408MM x 450MM Note Geotextile rates are not included in this item. (45 Cum.) vi) Supply and installation of 160 MM dia 6 kg/cm2 pressure rating PVC pipe with 1% gradient from filteration unit to recharge / storage / borewell retension pit including all fittings and accessories. (12 RMT) The work shall be executed as per relevent specifications and codes complete in all respects and as per direction of engineer in-charge. Each 1192500

6.2 rates reference taken from previous malhar road project B) Excavation, desilting, chamber and boring: i) Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material complete in all respects within all leads and lifts as per latest MoRTH Specification and to the satisfaction of Engineer-in-charge. ii) First class burnt brick work laid in lime mortar 1:2 (one lime and two surkhi) foundation and plinthfor filter chamber & desliting chamber iii) 12.5 mm thick cement plaster 1:2 iv) RCC Slab:Providing and Placing in position Reinforced cement concrete in super-structure complete in all respects (reincforcement to be paid separately) within all leads and lifts as per drawings and Technical Specification of MoRTH clause 1500 &1600 1700 and to the satisfaction of Engineer-in-charge. v) Boring upto 150 feet depth The work shall be executed as per relevent specifications and codes complete in all respects and as per direction of engineer in-charge. Each 251424.52

7 FURNITURE & FIXING FURNITURE & FIXING FURNITURE & FIXING

7.1 18.39 Providing & fixing 16 gauge stainless steel pipe railing of grade 304 duly fixed on steps with the help of bolts grouted on steps with hand rail and newel post of 50mm dia Stainless steel pipe, Balusters of 40mm dia Stainless steel pipe and guard 3 Nos of 15mm dia Stainless Steel pipe complete in all respect Kg 481

7.2 18.4 Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position ( Providing, fabricating, supplying and fixing pedestrian guard rail, made of hollow steel sections conforming to IS 4923, including horizontal and vertical members, welding, grinding, surface preparation, painting or coating, fixing to posts or base plates, alignment and all incidental works, complete in all respects, as per approved drawings and specifications.) Qtl 9140 741 256.5 484.5 0 114 142.5 513 598.5 598.5

7.3 32.57 (c) Fabrication, supply and installation of Furniture in the landscape as specified in the Schedule, drawingand revelant technical specifications

7.3.a Cast Iron bench of 1800 mm length, 900 mm width, 450 mm seating height, sides made of cast iron. Seat and back shall be made of 10 strips of M.S. pipes 63 mm x 25 mm of 14 gauge with one M.S. Flat 25 x 10 mm welded at the centre, below and back of the seat and back rest. Spray painted with approved brand paint. Fixed by grouting with 1:2:4 cement concrete (Minimum weight of each bench 105 kg) Price 12518/unit Each 29500 15 27 75 0 15 10 25 66 9

7.4 NS Dust Bins (Fabrication, supply & installation), with two separate containers for green & blue & red waste and lid. @ 75m c/c Providing, supplying, installing and commissioning three-bin modular waste segregation dustbin set suitable for outdoor public spaces, conforming to Swachh Bharat Mission (Urban) guidelines and Smart City street furniture standards. Metal Dust Bins (Fabrication, supply & installation), with three separate containers for green & blue waste and lid. @ 75m c/c Capacity of 60Ltr. each. Each 25000 28 16 16 12 12 8 18 16 12

7.5 NS (ref malhar road) Cycle Stand 4 PBS stand with 5 cycle slots. Each 5376 6 4 4 0 2 2 8 9 4

8 DRAINAGE DRAINAGE DRAINAGE

8.1 29.69 Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.

8.2 29.63 Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the

8.2.a (a) Single road gully chamber Size 610mm x 457mm x 800mm 5981 121 67 122 23 15 15 152 212 96

8.2.b (b) Double road gully chamber Size 1448mm x 457mm x 800mm 10521 53 29 53 14 9 8 66 91

8.3 29.74 ( c ) Providing & Fixing RCC Road Gully grating & frame

29.55 (a) Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20 cm thick using M-20 mix by using mixer and vibrator , TMT fe500 @ 63.464 Kg/per cum , foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including FRCC cover with frame complete as per standard design complete in all respect . Inside size 75x120 cm and 120 cm deep Each 23066 0 43 43 21 22 21 0 63 0

8.4.a b Inside size 90x150 cm with depth 120 cm between bottom of top slab and invert Each 29224 38 24 24 12 2 2 62 81 0

8.4.b c Inside size 120x180 cm with depth 120 cm between bottom of top slab and invert Each 37847 52 29 108 4 96 159 96

8.4.c d Inside size 150x180 cm and 120 cm deep Each 41408 84 60 0

8.5 29.65 (a) Making connection of drainorsewer line with existing manhole including breaking into and making good thewalls, floorswith cement concrete1:2:4mix(1cement:2coarsesand: 4 graded stone aggregate 20mm nominal size) cement plastered on both sides with cementmortar1:2(1cement :2coarsesand) finishedwitha floatingcoat of neat cement and making necessar ychannels for the drain etc. complete. For pipes 100 to 250 mm Diametre Each 336 174 96 175 37 24 23 218 303 96

8.6 NS Backfilling of Excavated Soil into the trenches and extra space left near the Manholes, including Watering & Ramming Cum 95 6553.8 1818 9248 961 465 523 7272 10251 3890

9 Misc. Misc. Misc.

9.1 NS Tree Grating, Ductile iron, of size 1200mm x 1200mm x 30 mm with Inner Dai/Opening of 450 mm (Circular). Each 23051 35 20 10 10 4 18 12 20 19

9.2 Providing, Supplying, Installing, Testing & Commissioning of Lift for Foot Over Bridge (FOB) Providing, supplying, installing, testing and commissioning of Headroom-less Passenger Lift suitable for Foot Over Bridge, complete in all respects, including RCC pit well, metal tubular pipe shaft structure, lift machinery, electrical works, safety systems, and all associated civil, structural, and finishing works. The lift shall be designed for Ground Floor to First Floor (G+1) operation, with the following specifications: Type: Headroom-less Passenger Lift Capacity: 6 Passengers (approx. 408–450 kg) Stops: 2 (Ground + First Floor) Shaft: Fabricated metal tubular pipe structure, complete with bracing, primer & approved paint finish Pit: RCC pit well of required depth, including excavation, PCC, RCC, waterproofing, and finishing Doors: Automatic center-opening / telescopic doors (SS/MS as specified) Car: Factory-finished lift car with anti-skid flooring, handrails, LED lighting, ventilation fan, mirror (if required) Drive System: Gearless / hydraulic / MRL type suitable for headroom-less conditions Safety Features: Emergency alarm, Emergency light, Overload sensor, Interlocks and safety brakes Electrical Works: Control panel, wiring, earthing, power supply connection, and necessary cabling Standards: Conforming to applicable IS codes, safety norms, and statutory requirements The rate shall include all materials, labour, tools, tackles, transportation, installation, testing, commissioning, and handover in fully operational condition, complete as directed by the Engineer-in-Charge. Each 4500000

10 STRUCTURES STRUCTURES STRUCTURES

10.1 ROA Prefabricated police Booth : Supplying, fabricating, transporting, and erecting mild steel (MS) or galvanized steel tubular/angle frame, including cutting, welding, primer painting, bolting, and fixing at site for a 10 ft × 10 ft prefabricated police post booth, complete in all respects as per approved drawings and directions of the Engineer-in-Charge. Include necessary minimal PCC pad foundation for leveling and support. Nos. 145000 4 0 2 2 0 0 0 0 0

10.2 ROA Bus Shelter : Providing, fabricating, supplying, erecting and commissioning bus shelter, including structural steel framework, roofing, seating arrangements, panels/glazing, lighting provisions, signage, foundations, anchor bolts, surface treatment, painting or coating, and all associated civil, structural and finishing works, complete in all respects, as per approved drawings, specifications and directions of the Engineer-in-Charge. Nos. 295200 6 2 0 0 0 0 4 4 6

10.3 AOR Rain Shelter : Providing, fabricating, supplying and erecting shading device structure, consisting of structural steel members, roof covering/shading panels, support columns, base plates, anchor bolts, foundations, surface preparation, painting or coating, and all associated civil and structural works, complete in all respects, as per approved drawings, specifications and site conditions. Nos 193200 8 6 4 0 0 0 4 4 4

10.4 AOR Vending kiosk : Providing, fabricating, supplying, installing and commissioning vending kiosk, including foundation, structural framework, walling/cladding, roofing, shutters/doors, openings, internal fittings, electrical provisions, finishes, painting, signage and all associated civil and fabrication works, complete in all respects, as per approved drawings and specifications. Nos. 120000 40 30 50 0 10 0 20 20 20

10.5 AOR Public Toilet : Constructing, supplying, installing and commissioning public toilet block permanent including civil, structural, plumbing and electrical works, comprising foundation, RCC/brickwork superstructure, roofing, partitions, doors and windows, sanitary fixtures, plumbing, drainage, electrical wiring, lighting, ventilation, finishes and all allied works, complete as per approved drawings, specifications and directions of the Engineer-in-Charge. Each 1800000 3 1 1 0 1 0 1 0 0

10.6 NS Water ATM - System with RO water dispensing capacity of 100 ltr/hr, chiller storage of 250 Ltr and Coin/Card Operated. L-6ft, W-5 feet, H-9ft Each 290000 6 4 3 1 1 1 4 4 2

11 MAIN GATE MAIN GATE MAIN GATE

11.1 11.1 (i) First class burnt work laid in cement sand mortar 1:7 in foundation and plinth cum 4886

11.2 11.8 First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. cum 5246

11.3 15.9 12.5 mm thick plaster with cement sand ratio of 1:4 Sq.m 189

11.4 14.85 Kota stone rough dressed 40mm to 50mm thick slabs, set to pattern in pavements over 20mm thick base of cement mortar (1 cement, 3 Sand) laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone Sq.m 1185

11.5 16.58 Paint : Finishing walls with textured exterior paint of required shade with two or more coats applied @ 3.28 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm Sq.m 155

11.6 9.1 Shuttering for faces of concrete foundations and foundation beam & plinth beam , Footings. Sq.m 210

11.7 9.16 Extra rate for shuttering work done above 4 metres height (where any single storey exceeds 4 metres in height) for every additional height of 1 metres or part thereof. Sq.m 41

Electrical poles/wires separate sheet 0

12.2 Add Contingency (@5%) 0.05

13 Add Cost Index (@ 5%) 0.05

GRAND TOTAL (With Contingency & Cost Index)

GRAND TOTAL per Km (With Contingency & Cost Index)