Development of Eastern Riverfront of Imphal River (Road) under Imphal Smart City Mission Portion A.

Amount

Demolition and dismantling

Demolition above G.L upto floor two level including disposal of unserviceable materials with 50m lead and including cutting the necessary reinforcement and separating out from R.C.C/ R.B. work. R.C.C work

RCC work

SITE CLEANING & DISMANTLING

Cutting of Trees, including cutting of trucnks, branches and removal of slumps including staking of sericeable materials within a lead of 100m and earth filling in the depressiob/plt

Girth from 300 mm to 600 mm

Girth above 600 mm to 900 mm

Girth above 900 mm to 1800 mm

Girth above 1800 mm to 2700 mm

Girth above 2700 mm

Clearing of grass and removal of rubbish upto a distance of 50 metres outside the periphery of area cleared (By manual means) Note: Where only grass is met with the area cleared will be measured and paid for under this item.

Clearing and grubbing road land including uprooting trank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps, disposal of unserviceable materials and stacking of serviceable material upto a lead of 100 meters from road boundary.

Mechanical means in area of light jungle

Mechanical mean in area of thorny jungle

Dismantling up to 1.5m in foundation and/ or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable meterials within a lead of 100m.

Lime concrete, Cement concrete M-10 grade and below

Prestressed/ Reinforced cement concrete grade M-20 & above

Dismantling Brick/ Tile work in cement mortar

Dismantling Stone massonry Rubble stone massonry in cement mortar.

Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet. (A) Including dismembering

Removing hume pipes class NP-3 300mm to 600 mm dia

Scarifying including picking up scarified material and stacking of old serviceable material within a lead of 100m.

Top bituminous surface of surface dressing or premix carpet

Stone metal crust 50mm to 100mm thick with pickaxes along with premix carpet/ surface dressing.

Stone metal crust, 50mm to 100mm thick by road roller with scarifier along with 20mm. premix carpet/surface dressing.

Kankar/Gravel metal crust upto 150mm thick with pickaxes

Kandar/Gravel metal crust upto 150mm thick with power roller with scarifier.

Bituminous coarse 50-75mm along with premix carpet and surface dressing but without disturbing the base. With road roller attached with scarifier

Dismantling Guard Rails

Dismantling of barbed wire Fencing

Removal of Telephone/ Electric Poles

EARTH WORK

Carriage mechanical transport from burrow area loading unloading by manual means and carriage by tipper/ dumper 6 ton capacity and (lead of earth work is more than 500 m)

Lead 500 m to 1Km

Lead 1 Km to 2 Km

Lead 2 Km to 3Km

Lead 4 Km to 10 Km

Lead beyond 10 Km

Dresing of earth work including cuting and filling up to 15 cm

Surface dressing of the ground i/c removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 metres and lift 1.5 metres. a)Ordinary soil/ Soft rock

Excavation for roadwork in soil with hydraulic excavator (Road)

Construction of Embankment with Material obtained from Borrowpits

Construction of Embankment with Material Deposited from Cutting

Construction of Subgrade and Earthen Shoulders

Compacting Original Ground

SUB BASE

Granular Sub-Base with Coarse Graded Material (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared suface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired denity complete per clause 401

For Grading-II Material

For Grading-III Material

BASE COURSE

Providing, laying, spreading and compacting stone aggregate to wet mix macadam specification including premixing the material with water to CMC in mechanical mix (Pug Mill), carriage of mixed material by tipper/dumper to sile, laying uniform layers in base courses on a well prepared underbase and compacting with power vibratory roller to achieve the desired density i/c lighting guarding, barricading and maintenance of diversion etc. (By Mechanical Means)

BITUMINOUS CONSTRUCTION

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including dearing of road surface and spraying primer using mechanical means.

On WBM/WMM surface @ 0.70-1.00 kg/Sqm.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor m on the prepared bituminous/granular surface deaned with mechanical broom.

On normal bituminous surface @ 0.20-0.30 kg/Sqm

On Granular surface pre treated with priming coat @ 0.25-0.30 kg/Sqm

Providing and laying dense graded bituminous macadam with 40-60 TPH batch type HMP producing an average output of 35 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respacts.

For Grading I (40mm norminal size). A) Using Bitumen 60/70

For Grading II (19mm norminal size). A) Using Bitumen 60/70

Providing and laying bituminous concrete with 60-80 TPH batch type hot mix plant producing an average output of 35 tonnes per hour using cruhed aggregates of specified grading, premixed with bituminous binder @ 5.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per MORTH specification ciause No. 509 complete in all respects

Grading - II-13mm (Nominal size). Using Bitumen 60/70

TRAFFIC & TRANSPORTATION

Precast Cement Concrete M20 kerb including fixing at site

Reinforced cement Concrete M15 kilometre stone of standard dosign fixed in position including painting and printing letters etc

5th Km Stone

Reinforced cement concrete M15 boundary piller of standard design, fixed in position including finishing but excluding painting

Painting two coat with synthetic enamel on concrete surfaces

Painting and printing letters on kilometre stones with synthetic enamel pait.

5th kilometre stone

Retro- Reflectorised Traffic Signs. Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC: 67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.

90 cm equilateral triangle

60 cm equilateral triangle

60 cm circular

80 cm x 60 cm rectangular

60 cm x 45 cm rectangular

60 cm x 60 cm square

90 cm high octagon

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60 cm . 60 cm below ground level as per approved drawing.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and layning of hpt 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 appiled glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Road Delineators/ Traffic Apperuntances. Supplying and installation of delineators (road way indicators, hazard marker, object markers), 80-100 cm highg above ground level, painted black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawing.

Spring post wiyh inbuild circular upper potion ii) Center berge 250mm x 750mm

Speed Bumps iv) 750mm x 250mm x 75mm

With base iii) 790mm x 395mm x 395mm

Road Markers/Road Stud with Lense Reflector. Providing and fixing of road stud 100 x 100mm. Dia-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

Light Reflecting Lense type

Cable Duct Across the Road. Providing and laying of a reinforced cement concrete pipe duct. 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, construction head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as IRC: 98-1997, bedded on a 0.3m thick layer of granular material free of rock pieces, outer to outrt distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawing

Providing and erecting 1.00metre high temporary barricading at site as per drawing/ direction of Engineerin-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night,glowlamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge.The barricading provided shall be retained in position at site continuously i/cshifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion.Rate include its maintenance for damages, painting, all incidentals, labour materials,equipments and works required to execute the job.The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note:-One time payment shall be made for providing barricading from start of work till completion of work shifting.The barricading provided shall remain to be the property of the contractoron completion of the work).

Metal beam Crush barrier. Type-A, "W" : Metal Beam Crash Barrier. Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, ISMB 150x75x5 mm spaced 2m centre to centre, 1.8m high, 1.1 m below ground/road 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 spacer of channel section 150x75x5 mm, 330 mm long complete as per clause 810

Development of Park:-

Providing and laying cement in foundation and plinth 1:3:6 ( 1 Cement : 3 coarse sand ; 6 graded stone aggreagate 40 mm norminal size )

Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-25 grade reinforced cement concrete by using 380kg. of cement per cum of concrete. All work upto Plinth Level.

Steel Reinforcement for RCC work including straighting cutting bending placing in position and binding all complete TMT bar.

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for in-situ reinforced concreteto and plain concrete work in:(a) Foundation Footings, bases of coloumn etc. ans mass concreate.

Providing and lying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction of approved size design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand filling the joints with line sand etc. all complete as per the direction of Engineer -in -charge.

Filling in plinth with sandy soil under floor including watering ramming consolidating and dressing complete.

Providing and fixing Cast Iron benches.

Drain & Utility

EARTH WORK

Earth work in excavation foundation trenches etc. in drains and channel etc. not exceeding 2.00 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the sdge of excavation including disposal of surplus soil as directed within a lead of 50.00 metgres.

Filling in foundation trenches as per drawing and technical specification

CONCRETE WORK

P/L Cement concrete in foundation and plinth excluding the cost of centering and shuttering 1:3:6 ( 1cement : 3 coarse sand :6 graded stone aggrt. 40mm nominal size)

Cement concrete for plain concrete/reinforced concrete i/c cost of from work complete as per drawing and technical specification. a)Well curb i) R.C.C M-25 grade

Reinforcement for RC work i/c bending, binding and placing in position complete (a) Tor steel bars.

Mixing filling expansion joint with bitumen filler (Bitumen 40 percent asbestos 5% and sand 55%) 12 mm. wide

First class brick in cement mortar 1:3 upto a depth of 1.5m. below ground level and above 1.5m. from bed/ground level

Cement plaster 12mm. thick in cement mortar 1:3.

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design.

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. EHD - 35 Circular shape 560 mm internal dia

Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement. As per DSR 2018/11.20.2

Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un-serviceable materials and stacking the serviceable materias within a lead of 100m

Retention wall

Earth work in excavation foundation trenches etc. in drains and channel etc. not exceeding 2.00 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the sdge of excavation including disposal of surplus soil as directed within a lead of 50.00 metgres.

Boring, providing and installation bored cast-in-situ reinforced cement pile of specified dia meter and length below the pile cap M-25 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel rainforcement but including the cost of boring with casing and / or bentonite solution and the length of pile to be embeded in the pile cap etc. all completed (Length of the pile for payment shall be measured upto bottom of pile cap) 500mm diameter piles

Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of form work complete as per drawing and technical specication. (b) P.C.C below pile cap M-20 grade

Cement concrete for reinforced concrete in pile cap i/c from work coplete as per drawing and technical specification. Pile Cap M25 (ii) With Batching plant, Transit Mixer and concrete pump

Cement concrete for plain concrete/reinforced concrete for sub-structure i/c form work complete as per drawing and technical specification (i) Upto 5m in hight (Wall RCC M25)

Reinforcement for RC work i/c bending, binding and placing in position complete (a) Tor steel bars.

Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/retum wall complete as per drawing and technical specification

Filling in foundation trenches as per drawing and Technical specification (a) Sandy soil (Back filling with sandy soil)

Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification.

Back filling behind retention, wing walls and return walls complete as per drawing and technical specification.

Guard wall

SITE CLEANING & DISMANTLING

Dismantling upto 1.5m. In foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material disposal of un-serviceable materials and stacking the serviceable materials within a lead of 100m. (B) Cement concrete Grade M-15 & M-20

EARTH WORK

Excavation in Soil with Dozer with lead upto 100 metres. Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requireements of lines, grades and cross section

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section and transporting to the embankment location within all lifts and lead upto 100m (Guard Wall) (earthen bund)

Back filling behind retention, wing walls and return walls complete as per drawing and technical specification.

Turfing with Sods. Furnishing and laying of the live sods of parennial truf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.

PROTECTIVE WORK

P/L Cement concrete in foundation and plinth excluding the cost of centering and shuttering 1:3:6 ( 1cement : 3 coarse sand :6 graded stone aggrt. 40mm nominal size)

Cement concrete for plain concrete/ reinforced concrete for sub- structure i/c fron work complete as per drawing and techical specification. € RCC M-20 up to 5m height i/c form work (a) wall & (b) Parapet

Reinforcement for RC work i/c bending, binding and placing in position complete (a) Tor steel bars.

REPAIRING & REHABILITATION

Guniting concrete surface with cement mortar applied with compressor after cleaning surface and apraying with epoxy complete as per technical specification.

Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipple after completion of grouting with. (a) Cement grout

Sealing of cracks by injection process through nipple complete as per technical specification with (a) Cement grout

Electrical

Supply of 8.0M hotdip galvanised octagonal pole with 1500 mm long decorative single arm bracket including foundation bolts. Each pole have a weather proof looping / terminal box clapmed at 550mm shall be provided with a suitable earth terminal Bakelite sheet shall be provided if the cable termination is inside pole with 2 nos. 6A SP MCB and other accessories as reqd.

Supply outdoor type Feeder Pillar comprising of suitable FP MCCB 16 KA (short circuit rating) as incomer and outgoing as TPN MCB 10 KA (short circuit rating) of suitable rating along with single dial timer & FP AC-1 wide band contractor of suitable rating along with GPRS based automatic ON/OFF controller as per technical specification. Pproper ground clearance and foundation shall be provided. Other accessories if required will be bidder's scope.

Supply of armoured cable of 1.1KV grade including excavation of tranch/DWCHDP/GI pipe & backfilling with soft soil.

(a) 4 Core 25 sq.mm AYFY

(b) 3.5 Core 35 sq.mm AYFY

(c) 2 Core copper 2.5 sq.mm multi stranded flexible cable FR PVC insulated.

Supply of 120/130 W LED Lamp with Fixture

Supply of earthing

(a) Each street pole shall be provided with double coil earthing using 8 SWG GI wire wound to 50 mm dia earth electrode and shall be connected to earthing stud of pole. The earth electrode shall be buried upto a depth of 1 M below the ground level.

Supply of GI pipe for road crossings/ Median.

(a) 80mm dia GI pipe

(b) 100mm dia GI pipe

Supply of DWC HDPE pipe for cable laying between pole to pole.

(a) 46-50 mm ID DWC HDPE

(b) Cable connection and laying from source to distribution box.

Pole mounted 25 KVA Sub Station materials:

(a) Supply of 25 KVA Distribution Transformer (level-II).

(b) Supply of 9m steel tubular poles 410 SP-31.

(c) Supply of pole mounted Distribution Sub Station materials i.e channel for supporting transformers, DP, X-arm for supporting H.G fuse unit & AB switch for switch main channel X-arm. Transformer belting angle & support, clamp for transformer base channel for M.S flat, Clamp for A.B Switch bracing, A.B Switch braxcing. Horn Gap fuse unit/D.O fuse, 3-phase D.B box with complete accessories with Kit-Kat cable D.B box cross arm. Sub-Station earthing (set of 3), Dander board, 11 KV Lighting arrestor, Bolts, nuts, Clapms etc.

Erection of 8.0M hotdip galvanised octagonal pole with 1500 mm long decorative single arm bracket including foundation bolts. Each pole have a weather proof looping / terminal box clapmed at 550mm shall be provided with a suitable earth terminal Bakelite sheet shall be provided if the cable termination is inside pole with 2 nos. 6A SP MCB and other accessories as reqd.

P/L 1:1.5:3 in foundation footing for 8M long dip Galvanized octagonal pole i/c cst of E/W, PCC, framework, reinforcement complete.

Erection of outdoor type Feeder Pillar comprising of suitable FP MCCB 16 KA (short circuit rating) as incomer and outgoing as TPN MCB 10 KA (short circuit rating) of suitable rating along with single dial timer & FP AC-1 wide band contractor of suitable rating along with GPRS based automatic ON/OFF controller as per technical specification. Pproper ground clearance and foundation shall be provided. Other accessories if required will be bidder's scope.

Erection of armoured cable of 1.1KV grade including excavation of tranch/DWCHDP/GI pipe & backfilling with soft soil.

(a) 4 Core 25 sq.mm AYFY

(b) 3.5 Core 35 sq.mm AYFY

(c) 2 Core copper 2.5 sq.mm multi stranded flexible cable FR PVC insulated.

Erection of 120/130 W LED Lamp with Fixture

Erection of earthing

(a) Each street pole shall be provided with double coil earthing using 8 SWG GI wire wound to 50 mm dia earth electrode and shall be connected to earthing stud of pole. The earth electrode shall be buried upto a depth of 1 M below the ground level.

Erection of GI pipe for road crossings/ Median.

(a) 80mm dia GI pipe

(b) 100mm dia GI pipe

Laying of DWC HDPE pipe for cable laying between pole to pole.

(a) 46-50 mm ID DWC HDPE

(b) Cable connection and laying from source to distribution box.

Pole mounted 25 KVA Sub Station.

(a)Erection of Double pole with 9m steel tubular poles 410 SP-31.

(b) Erection of Pole mounted 25 KVA Sub station and its associated materials i.e channel for supporting transformers, DP, X-arm for supporting H.G fuse unit & AB switch for switch main channel X-arm. Transformer belting angle & support, clamp for transformer base channel for M.S flat, Clamp for A.B Switch bracing, A.B Switch braxcing. Horn Gap fuse unit/D.O fuse, 3-phase D.B box with complete accessories with Kit-Kat cable D.B box cross arm. Sub-Station earthing (set of 3), Dander board, 11 KV Lighting arrestor, Bolts, nuts, Clapms etc.

Meetei Construction Private Limited