Tripura Urban Planning And Development Authority Tender

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Tripura Urban Planning And Development Authority Tender

Works

Civil And Construction

Drainage Work

Eprocure

West Tripura, Tripura

Opening Date24 Aug 2024

Closing Date18 Oct 2024

Tender Amount₹ 56,43,70,781

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Costs

EMD
₹ 56,44,000
Document Cost
₹ 11,800
Tender Fee
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Description

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Tender Id
2024_TUDAW_51700_1
Bid Award Id
View
Tender No
24_EE_TUDA_2023_24_R_01
Tender Authority
Tripura Urban Planning And Development Authority View
Purchaser Address
-
Website
http://tripuratenders.gov.in

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Technical Specification clause 201.

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(I) By Manual Means

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(A) In area of light jungle

Quantity1

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Removal of Telephone / Electric Poles and Lines

Quantity-

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Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRTH Technical Specification Clause 202.

Quantity11

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Dismantling of 11/0.430KV, 3-Phase 315 KVA to 500KVA of Distribution Transformer on Pole with necessary connections.

Quantity1

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and up to a lead of 1000 m as per MoRTH technical Specification Clause 202.

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(I) By Manual Means

Quantity-

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A) Lime Concrete

Quantity5

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B) Cement Concrete

Quantity2

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C) Reinforced Cement Concrete

Quantity1

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Dismantling of Brick soling Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and up to a lead of 500 m by manual means as per MoRTH technical Specification Clause 202.

Quantity4

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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal up to 1000 metres.

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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-sections and transporting to the embankment location with all lifts and lead up to 1000 m as per MoRTH Technical Specification clauses of section 300.

Quantity9899

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Excavation in soil by manual means

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Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.

Quantity2475

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Compacting Original Ground

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(i) Compacting original ground supporting subgrade

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Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.

Quantity2092

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Construction of Subgrade and Earthen Shoulders

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300

Quantity1228

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and

Quantity50

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Granular Sub-base with Well Graded Material (Table 400.1)

Quantity-

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(A) By Mix in Place Method

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Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401

Quantity819

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Wet Mix Macadam

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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 finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.

Quantity1024

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502 Prime Coat (iii) High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20- 1.50 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.

Quantity14223

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Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects. A. Grading II i. With Viscosity Graded Bitumen of VG-30.

Quantity361

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503 Tack Coat (iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.

Quantity13944

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Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects. A. Grading II i. With Viscosity Graded Bitumen of VG-30.

Quantity465

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18 mm thick precast chequered cement concrete tiles

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Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine sand) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in-charge

Quantity4118.4

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Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 fine sand) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in-charge Shallow potholes (depth 75 mm )

Quantity50

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Retro-reflectorised Traffic Signs

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.

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(i) with 900 mm equilateral triangle

Quantity6

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(ii) with 600 mm equilateral triangle

Quantity8

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(iii) with 600 mm circular

Quantity6

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(iv) with 800 x 600 mm rectangular

Quantity10

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(v) with 600 x 450 mm rectangular

Quantity6

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(vi) with 600 x 600 mm square

Quantity4

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(vii) with 900 mm octagon

Quantity2

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Direction and Place Identification Signs upto 0.9 sqm Size Board.

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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, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.

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Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing.

Quantity25

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Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, 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 as per MoRT&H Technical Specification Clause 803

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a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking

Quantity50

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Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps

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Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps & roots, Refilling, Compaction of Backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000 m as per MORT&H Technical specification Clause 201

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Girth Above 900 mm to 1800 mm

Quantity2

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Girth Above 600 mm to 900 mm

Quantity2

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Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc.

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Mate

Quantity25

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Labour/Mazdoor

Quantity25

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Mason (1st Class)

Quantity25

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Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc.

Quantity-

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Cement ordinary Portland or equivalent in bags

Quantity1

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High Yield Strength Deformed steel reinforcing bar up to 16mm dia to as per IS 432

Quantity0.2

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Providing clean well graded river or pit sand at site (Sand (Fine) : from local quarries)

Quantity10

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Providing hard cut stone boulders at site 15-30cm size

Quantity20

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Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.

Quantity5

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Providing construction machine / equipment with drivers/ operators including fuel, lubricants, reapairs, maintenance, all taxes, overhead and profits etc.

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Tipper 5.5 cum/10 t

Quantity10

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Hire and running charge of Tractor with ripper attachment

Quantity10

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Hire charge of Hydraulic Excavator (3D) with driver and fuel

Quantity10

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Hire charge of Concrete mixer 0.25-0.40 cubic metre with hopper

Quantity10

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Hire and running charge of loader (Front end-loader)

Quantity10

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Dozer D80

Quantity10

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Grader

Quantity10

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Statutory payments to water resources, National Highways, State Highways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works

Quantity1

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Drain Works-Khowai Town

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Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.

Quantity-

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By Manual Means

Quantity-

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Amount -

In area of non-thorny jungle

Quantity0.5

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Amount -

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

Quantity-

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All kinds of soils.

Quantity7994

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Amount -

Dismantling of Brick soling Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.

Quantity180

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Amount -

Dismantling of flexible pavement and disposal of dismantled material up to a lead of 1000 meters, staking serviceable and unserviceable materials separately and as per leavent clauses of section-200.

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( I ) By Manual Means

Quantity-

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(A)Bituminous Road

Quantity50

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Amount -

(B)Granular Road

Quantity20

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Amount -

( II ) By Mechanical Means

Quantity-

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(A)Bituminous Courses

Quantity101

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Amount -

Dismantling of Cement Concrete Pavements as per MoRT&H Technical Specification Clause 202 Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202. (B) upto partial depth of concrete

Quantity42

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Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.

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I. Ordinary Soil

Quantity-

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Amount -

I) Upto 3.0 m Depth

Quantity17872

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Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead with all lifts but excluding compaction ground supporting embankment/ subgrade, replacement by suitable soil, which shall be paid separately as per MoRT&H Technical Specification clauses of section 300.

Quantity475

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Amount -

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.

Quantity-

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Earth filling (For marshy soil)

Quantity4397

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Sand Filling

Quantity468

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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Quantity1828

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Amount -

Maintenance of Earthen shoulder (filling with fresh selected soil)

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Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.

Quantity2515

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Amount -

Maintenance of Earthen shoulder (Stripping of excess soil)

Quantity-

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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.

Quantity2515

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Amount -

Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.

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B) Driven at least 900 mm below ground and 900 mm above ground on average

Quantity345

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Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)

Quantity1926

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Amount -

Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)

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PCC M 15 Grade ( upto 5 m height )

Quantity570

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Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)

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RCC M 30 Grade

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Upto 5 m height

Quantity-

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Case - I : Using Concrete Mixer

Quantity4626

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

Quantity337.33

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Brick masonry work in cement mortar in sub-structure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification Clauses 1300, 2200.

Quantity-

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In 1:3 cement mortar

Quantity101

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Amount -

Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200

Quantity-

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In 1:3 cement mortar

Quantity733

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Neat cement punning.

Quantity733

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Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : (DSR 2021, VOL - II, Page No- 470)

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Serrated with central bulb (225 mm wide, 8-11 mm thick) Section Wise

Quantity607

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Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise

Quantity10060

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Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.

Quantity-

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One Side Weep Hole 110 Dia UPVC @ 5M C/C

Quantity125

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Amount -

Both Side Weep Hole 110 Dia UPVC @ 5M C/C

Quantity173

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Amount -

Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

Quantity-

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110 mm dia

Quantity75

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Amount -

U-PVC coupler for UPVC drainage pipes 110/160 mm Dia

Quantity202

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Amount -

Road Restoration Works

Quantity-

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Amount -

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (iii) For Grading II Material

Quantity297

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Amount -

Wet Mix Macadam 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 finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.

Quantity371

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Amount -

502 Prime Coat (iii) High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20- 1.50 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.

Quantity1485

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Amount -

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects. A. Grading II i. With Viscosity Graded Bitumen of VG-30.

Quantity59

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Amount -

503 Tack Coat (iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.

Quantity1485

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Amount -

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects. A. Grading II i. With Viscosity Graded Bitumen of VG-30.

Quantity119

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Amount -

508 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. Case - I : By Manual Means (I) Bitumen of VG-30

Quantity1485

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Amount -

Cast in Situ Cement Concrete M 20 Kerb. Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 408.

Quantity-

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Amount -

A. Using Concrete Mixer

Quantity5030

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Amount -

Miscellaneous Works

Quantity-

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Amount -

Dismantling of Fencing Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity10

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Amount -

Removal of Telephone / Electric Poles and Lines Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity8

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Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.

Quantity-

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Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

B)Cement Concrete

Quantity200

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity110

Rate-

Amount -

Demolishing brick work like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.

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Dismantling brick / tile work

Quantity-

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Amount -

In cement mortar.

Quantity140

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Amount -

Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per MoRD Technical Specification Clause 202. Dismantling of existing Steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.

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Including dismembering

Quantity665

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Amount -

Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202 .

Quantity-

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Upto 600 mm dia Hume pipe

Quantity75

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Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity126

Rate-

Amount -

Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.80 mm dia

Quantity38.5

Rate-

Amount -

ii.100 mm dia

Quantity38.5

Rate-

Amount -

iii.125 mm dia

Quantity38.5

Rate-

Amount -

iv.150 mm dia

Quantity38.5

Rate-

Amount -

v.200 mm dia

Quantity37.5

Rate-

Amount -

vi.250mm dia

Quantity37.5

Rate-

Amount -

vii.300mm dia

Quantity37.5

Rate-

Amount -

viii.350mm dia

Quantity37.5

Rate-

Amount -

ix.400mm dia

Quantity37.5

Rate-

Amount -

x.450mm dia

Quantity36.5

Rate-

Amount -

xi.500mm dia

Quantity36.5

Rate-

Amount -

xii.600mm dia

Quantity35.5

Rate-

Amount -

Charges for cutting C.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.80 mm dia

Quantity15

Rate-

Amount -

ii.100 mm dia

Quantity10

Rate-

Amount -

iii.125 mm dia

Quantity10

Rate-

Amount -

iv.150 mm dia

Quantity10

Rate-

Amount -

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261) HP/ Hr. 77.00 13 (i) The

Quantity3500

Rate-

Amount -

Circular shape 560 mm dia precast R.C.C. manhole cover with frame - E.H.D. - 35

Quantity261

Rate-

Amount -

Proving and supplying and Fixing of RCPC Grating 12 Ton Load Capacity in Catch Pit- 600 x 600 x 600(H) all neccery civil works and equipment as per provided drawing and specefication all complete and direction of Engineer in In charge. (Including Loding Unloasding Transportation, Erection and GST )

Quantity268

Rate-

Amount -

Supplying, fixing and installation of HDPE fabricated wall mounted Flap Gates of approved manufacturer, complete with anchor bolts and all other accessories complete as per specifications, drawings and direction of Engineer-In-Charge.

Quantity-

Rate-

Amount -

1600 mm x 1600 mm

Quantity1

Rate-

Amount -

1250 mm x 1150 mm

Quantity1

Rate-

Amount -

1200 mm x 1000 mm

Quantity1

Rate-

Amount -

800 mm x 850 mm

Quantity1

Rate-

Amount -

500 mm x 500 mm

Quantity1

Rate-

Amount -

Providing and anchoring polypropylene coated MS foot rests (weighing approximately 0.9 kg) for chamber/pit/sump/ walls etc. at levels and intervals as directed by engineer.

Quantity34

Rate-

Amount -

Survey, Investigations, Designing, Supplying and Laying of R.C.C. NP4 pipes using trenchless / jack-pushing method true to line as shown in the construction drawings, including preparation of survey / construction drawing, construction of all jacking / receiving pit, earthwork in excavation, backfilling after conversion of shafts/pit to manholes, bailing out / dewatering (by pumps or otherwise) water from working area, disposal of muck / spoil, dismantling and removal of jacking / receiving shafts, barricading, all safety measures, sign boards, area lighting, transportation, temporary diversion of utilities, traffic diversion arrangements, cleaning of pipeline, final clearing of sites, etc. all complete as per drawings and specification including cost of all materials, labours and plant & equipment. The rate shall include all necessary equipment, machinery, man power and consummables, complete as per specification and direction of Engineer.

Quantity-

Rate-

Amount -

1400 mm dia RCC NP4 Pipe

Quantity20

Rate-

Amount -

Safety Arrangements

Quantity-

Rate-

Amount -

Trench barricading for safety as per drawing and specification wherever directed by the Engineer. (Payment to be made as per running metre of trench) (Rates quoted shall envisage re-use of items as far as practicable).(Rate worked out considering 15 times usage)

Quantity5030

Rate-

Amount -

Fixing red danger tape on bamboo poles in two rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape and 15 times usage for balli)

Quantity5030

Rate-

Amount -

Fixing red danger tape on exposed & jutting out shoring in 2 rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape)

Quantity1258

Rate-

Amount -

Survey Work

Quantity-

Rate-

Amount -

Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.

Quantity30

Rate-

Amount -

Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works

Quantity1

Rate-

Amount -

Ranirbazar Road Work

Quantity-

Rate-

Amount -

Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.

Quantity0.45

Rate-

Amount -

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201.

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

(A) In area of light jungle

Quantity0.2

Rate-

Amount -

Removal of Telephone / Electric Poles and Lines

Quantity-

Rate-

Amount -

Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity26

Rate-

Amount -

Dismantling of 11/0.430KV, 3-Phase 315 KVA to 500KVA of Distribution Transformer on Pole with necessary connections.

Quantity2

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

A) Lime Concrete

Quantity15

Rate-

Amount -

B)Cement Concrete

Quantity10

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity5

Rate-

Amount -

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

Quantity-

Rate-

Amount -

Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with all lifts and leads upto 1000 m as per MoRT&H Technical Specification clauses of section 300.

Quantity700

Rate-

Amount -

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.

Quantity-

Rate-

Amount -

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-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.

Quantity60.39

Rate-

Amount -

Excavation in soil by manual means

Quantity-

Rate-

Amount -

Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.

Quantity15.1

Rate-

Amount -

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.

Quantity-

Rate-

Amount -

Earth filling (For marshy soil)

Quantity131.11

Rate-

Amount -

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Quantity100

Rate-

Amount -

Compacting Original Ground

Quantity-

Rate-

Amount -

(i) Compacting original ground supporting subgrade

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.

Quantity117.6

Rate-

Amount -

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300

Quantity50

Rate-

Amount -

(A)With Borrow Area

Quantity-

Rate-

Amount -

Granular Sub-base with Well Graded Material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method

Quantity-

Rate-

Amount -

Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401

Quantity-

Rate-

Amount -

(ii) For Grading II Material

Quantity54.45

Rate-

Amount -

Wet Mix Macadam

Quantity-

Rate-

Amount -

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 finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.

Quantity197.18

Rate-

Amount -

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.

Quantity-

Rate-

Amount -

Sand Filling

Quantity84.98

Rate-

Amount -

80 mm thick factory made c.c. interlocking paver block of M-40 Grade

Quantity-

Rate-

Amount -

Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:

Quantity-

Rate-

Amount -

a) 80 mm thick c.c. paver block of M-40 grade with approved colour, design and pattern.

Quantity1700

Rate-

Amount -

Cast in Situ Cement Concrete M 20 Kerb.

Quantity-

Rate-

Amount -

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete inposition to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment). (Precast c.c. kerb stone shall be approved by Engineer-in- Charge).

Quantity58.65

Rate-

Amount -

Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing.

Quantity25

Rate-

Amount -

Retro-reflectorised Traffic Signs

Quantity-

Rate-

Amount -

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.

Quantity-

Rate-

Amount -

(i) with 900 mm equilateral triangle

Quantity12

Rate-

Amount -

(ii) with 600 mm equilateral triangle

Quantity15

Rate-

Amount -

(iv) with 800 x 600 mm rectangular

Quantity6

Rate-

Amount -

(v) with 600 x 450 mm rectangular

Quantity6

Rate-

Amount -

Direction and Place Identification Signs upto 0.9 sqm Size Board.

Quantity-

Rate-

Amount -

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, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.

Quantity6

Rate-

Amount -

Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface

Quantity-

Rate-

Amount -

Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, 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 as per MoRT&H Technical Specification Clause 803

Quantity-

Rate-

Amount -

a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking

Quantity50

Rate-

Amount -

Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering as per MoRD Technical Specification Clause 412.

Quantity519.75

Rate-

Amount -

Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps

Quantity-

Rate-

Amount -

Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps & roots, Refilling, Compaction of Backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000 m as per MORT&H Technical specification Clause 201

Quantity-

Rate-

Amount -

Girth Above 300 mm to 600 mm

Quantity6

Rate-

Amount -

Girth Above 600 mm to 900 mm

Quantity3

Rate-

Amount -

Girth Above 900 mm to 1800 mm

Quantity3

Rate-

Amount -

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.

Quantity200

Rate-

Amount -

Turfing with Sods

Quantity-

Rate-

Amount -

Furnishing and laying of the live sods of perennial turf 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 as per MoRD Technical Specification Clause 309.

Quantity267

Rate-

Amount -

Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc.

Quantity-

Rate-

Amount -

Mate

Quantity25

Rate-

Amount -

Labour/Mazdoor

Quantity25

Rate-

Amount -

Mason (1st Class)

Quantity25

Rate-

Amount -

Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc.

Quantity-

Rate-

Amount -

Cement ordinary Portland or equivalent in bags

Quantity1

Rate-

Amount -

High Yield Strength Deformed steel reinforcing bar up to 16mm dia to as per IS 432

Quantity0.2

Rate-

Amount -

Providing clean well graded river or pit sand at site (Sand (Fine) : from local quarries)

Quantity10

Rate-

Amount -

Providing hard cut stone boulders at site 15-30cm size

Quantity20

Rate-

Amount -

Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.

Quantity5

Rate-

Amount -

Providing construction machine / equipment with drivers/ operators including fuel,lubricants,reapairs,maintennace, all taxes, overhead and profits etc.

Quantity-

Rate-

Amount -

Tipper 5.5 cum/10 t

Quantity10

Rate-

Amount -

Hire and running charge of Tractor with ripper attachment

Quantity10

Rate-

Amount -

Hire charge of Hydraulic Excavator (3D) with driver and fuel

Quantity10

Rate-

Amount -

Hire charge of Concrete mixer 0.25-0.40 cubic metre with hopper

Quantity10

Rate-

Amount -

Hire and running charge of loader (Front end-loader)

Quantity10

Rate-

Amount -

Dozer D80

Quantity10

Rate-

Amount -

Grader

Quantity10

Rate-

Amount -

Statutory payments to water resources, National Highways, State Highways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works

Quantity1

Rate-

Amount -

Ranirbazar Town-Storm Water Drain Work

Quantity-

Rate-

Amount -

Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.

Quantity-

Rate-

Amount -

By Manual Means

Quantity-

Rate-

Amount -

In area of non-thorny jungle

Quantity0.42

Rate-

Amount -

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

Quantity-

Rate-

Amount -

All kinds of soils.

Quantity6379

Rate-

Amount -

Dismantling of Brick soling Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.

Quantity144

Rate-

Amount -

Dismantling of flexible pavement and disposal of dismantled material up to a lead of 1000 meters, staking serviceable and unserviceable materials separately and as per leavent clauses of section-200.

Quantity-

Rate-

Amount -

( I ) By Manual Means

Quantity-

Rate-

Amount -

(A)Bituminous Road

Quantity49

Rate-

Amount -

(B)Granular Road

Quantity20

Rate-

Amount -

( II ) By Mechanical Means

Quantity-

Rate-

Amount -

(A)Bituminous Courses

Quantity98

Rate-

Amount -

Dismantling of Cement Concrete Pavements as per MoRT&H Technical Specification Clause 202 Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202. (B) upto partial depth of concrete

Quantity45

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.

Quantity-

Rate-

Amount -

I. Ordinary Soil

Quantity-

Rate-

Amount -

I) Upto 3.0 m Depth

Quantity14404

Rate-

Amount -

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead with all lifts but excluding compaction ground supporting embankment/ subgrade, replacement by suitable soil, which shall be paid separately as per MoRT&H Technical Specification clauses of section 300.

Quantity475

Rate-

Amount -

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.

Quantity-

Rate-

Amount -

Earth filling (For marshy soil)

Quantity4174

Rate-

Amount -

Sand Filling

Quantity369

Rate-

Amount -

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Quantity1760

Rate-

Amount -

Maintenance of Earthen shoulder (filling with fresh selected soil)

Quantity-

Rate-

Amount -

Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.

Quantity2461

Rate-

Amount -

Maintenance of Earthen shoulder (Stripping of excess soil)

Quantity-

Rate-

Amount -

Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.

Quantity2461

Rate-

Amount -

Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.

Quantity-

Rate-

Amount -

B) Driven at least 900 mm below ground and 900 mm above ground on average

Quantity393

Rate-

Amount -

Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)

Quantity1597

Rate-

Amount -

Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)

Quantity-

Rate-

Amount -

PCC M 15 Grade ( upto 5 m height )

Quantity462

Rate-

Amount -

Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)

Quantity-

Rate-

Amount -

RCC M 30 Grade

Quantity-

Rate-

Amount -

Upto 5 m height

Quantity-

Rate-

Amount -

Case - I : Using Concrete Mixer

Quantity3282

Rate-

Amount -

Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

Quantity238.44

Rate-

Amount -

Brick masonry work in cement mortar in sub-structure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification Clauses 1300, 2200.

Quantity-

Rate-

Amount -

In 1:3 cement mortar

Quantity98

Rate-

Amount -

Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200

Quantity-

Rate-

Amount -

In 1:3 cement mortar

Quantity512

Rate-

Amount -

Neat cement punning.

Quantity512

Rate-

Amount -

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : (DSR 2021, VOL - II, Page No- 470)

Quantity-

Rate-

Amount -

Serrated with central bulb (225 mm wide, 8-11 mm thick) Section Wise

Quantity336

Rate-

Amount -

Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise

Quantity9842

Rate-

Amount -

Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.

Quantity-

Rate-

Amount -

One Side Weep Hole 110 Dia UPVC @ 5M C/C

Quantity143

Rate-

Amount -

Both Side Weep Hole 110 Dia UPVC @ 5M C/C

Quantity129

Rate-

Amount -

Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

Quantity-

Rate-

Amount -

110 mm dia

Quantity120

Rate-

Amount -

U-PVC coupler for UPVC drainage pipes 110/160 mm Dia

Quantity338

Rate-

Amount -

Road Restoration Works

Quantity-

Rate-

Amount -

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (iii) For Grading II Material

Quantity492

Rate-

Amount -

Wet Mix Macadam 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 finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.

Quantity615

Rate-

Amount -

502 Prime Coat (iii) High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20- 1.50 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.

Quantity2461

Rate-

Amount -

Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects. A. Grading II i. With Viscosity Graded Bitumen of VG-30.

Quantity98

Rate-

Amount -

503 Tack Coat (iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.

Quantity2461

Rate-

Amount -

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects. A. Grading II i. With Viscosity Graded Bitumen of VG-30.

Quantity197

Rate-

Amount -

508 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. Case - I : By Manual Means (I) Bitumen of VG-30

Quantity2461

Rate-

Amount -

Cast in Situ Cement Concrete M 20 Kerb. Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 408.

Quantity-

Rate-

Amount -

A. Using Concrete Mixer

Quantity4921

Rate-

Amount -

Miscellaneous Works

Quantity-

Rate-

Amount -

Dismantling of Fencing Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity12

Rate-

Amount -

Removal of Telephone / Electric Poles and Lines Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity10

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

B)Cement Concrete

Quantity220

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity115

Rate-

Amount -

Demolishing brick work like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Dismantling brick / tile work

Quantity-

Rate-

Amount -

In cement mortar.

Quantity150

Rate-

Amount -

Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per MoRD Technical Specification Clause 202. Dismantling of existing Steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Including dismembering

Quantity700

Rate-

Amount -

Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202 .

Quantity-

Rate-

Amount -

Upto 600 mm dia Hume pipe

Quantity74

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity123

Rate-

Amount -

Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.80 mm dia

Quantity41

Rate-

Amount -

ii.100 mm dia

Quantity41

Rate-

Amount -

iii.125 mm dia

Quantity41

Rate-

Amount -

iv.150 mm dia

Quantity41

Rate-

Amount -

v.200 mm dia

Quantity40

Rate-

Amount -

vi.250mm dia

Quantity40

Rate-

Amount -

vii.300mm dia

Quantity40

Rate-

Amount -

viii.350mm dia

Quantity40

Rate-

Amount -

ix.400mm dia

Quantity39

Rate-

Amount -

x.450mm dia

Quantity39

Rate-

Amount -

xi.500mm dia

Quantity39

Rate-

Amount -

xii.600mm dia

Quantity41

Rate-

Amount -

Charges for cutting C.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

Rate-

Amount -

i.80 mm dia

Quantity15

Rate-

Amount -

ii.100 mm dia

Quantity10

Rate-

Amount -

iii.125 mm dia

Quantity8

Rate-

Amount -

iv.150 mm dia

Quantity8

Rate-

Amount -

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261) HP/ Hr. 77.00 13 (i) The

Quantity4000

Rate-

Amount -

Circular shape 560 mm dia precast R.C.C. manhole cover with frame - E.H.D. - 35

Quantity256

Rate-

Amount -

Proving and supplying and Fixing of RCPC Grating 12 Ton Load Capacity in Catch Pit- 600 x 600 x 600(H) all neccery civil works and equipment as per provided drawing and specefication all complete and direction of Engineer in In charge. (Including Loding Unloasding Transportation, Erection and GST )

Quantity322

Rate-

Amount -

Supplying, fixing and installation of HDPE fabricated wall mounted Flap Gates of approved manufacturer, complete with anchor bolts and all other accessories complete as per specifications, drawings and direction of Engineer-In-Charge.

Quantity-

Rate-

Amount -

1200 mm x 1000 mm

Quantity3

Rate-

Amount -

700 mm x 1000 mm

Quantity2

Rate-

Amount -

600 mm x 1000 mm

Quantity1

Rate-

Amount -

Providing and anchoring polypropylene coated MS foot rests (weighing approximately 0.9 kg) for chamber/pit/sump/ walls etc. at levels and intervals as directed by engineer.

Quantity36

Rate-

Amount -

Safety Arrangements

Quantity-

Rate-

Amount -

Trench barricading for safety as per drawing and specification wherever directed by the Engineer. (Payment to be made as per running metre of trench) (Rates quoted shall envisage re-use of items as far as practicable).(Rate worked out considering 15 times usage)

Quantity4921

Rate-

Amount -

Fixing red danger tape on bamboo poles in two rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape and 15 times usage for balli)

Quantity4921

Rate-

Amount -

Fixing red danger tape on exposed & jutting out shoring in 2 rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape)

Quantity1230

Rate-

Amount -

Survey Work

Quantity-

Rate-

Amount -

Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.

Quantity20

Rate-

Amount -

Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works

Quantity1

Rate-

Amount -

Mohanpur Town-Road Work

Quantity-

Rate-

Amount -

Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.

Quantity2.71

Rate-

Amount -

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201.

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

(A) In area of light jungle

Quantity1

Rate-

Amount -

Removal of Telephone / Electric Poles and Lines

Quantity-

Rate-

Amount -

Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity26

Rate-

Amount -

Dismantling of 11/0.430KV, 3-Phase 315 KVA to 500KVA of Distribution Transformer on Pole with necessary connections.

Quantity1

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

A) Lime Concrete

Quantity15

Rate-

Amount -

B)Cement Concrete

Quantity10

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity5

Rate-

Amount -

Dismantling of Brick soling Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.

Quantity10

Rate-

Amount -

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres.

Quantity-

Rate-

Amount -

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-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRT&H Technical Specification clauses of section 300.

Quantity5102

Rate-

Amount -

Excavation in soil by manual means

Quantity-

Rate-

Amount -

Excavation in Roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre as per MoRT&H Technical Specification clauses of section 300.

Quantity1276

Rate-

Amount -

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.

Quantity-

Rate-

Amount -

Earth filling (For marshy soil)

Quantity2301

Rate-

Amount -

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Quantity238

Rate-

Amount -

Compacting Original Ground

Quantity-

Rate-

Amount -

(i) Compacting original ground supporting subgrade

Quantity-

Rate-

Amount -

Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.2 for subgrade construction as per MoRT&H Technical Specification clauses of section 300.

Quantity4058

Rate-

Amount -

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site , spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per MoRT&H Technical Specification clauses of section 300

Quantity50

Rate-

Amount -

Granular Sub-base with Well Graded Material (Table 400.1)

Quantity-

Rate-

Amount -

(A) By Mix in Place Method

Quantity-

Rate-

Amount -

Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401

Quantity-

Rate-

Amount -

(ii) For Grading II Material

Quantity893

Rate-

Amount -

Wet Mix Macadam

Quantity-

Rate-

Amount -

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 finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.

Quantity1339

Rate-

Amount -

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.

Quantity-

Rate-

Amount -

Sand Filling

Quantity498

Rate-

Amount -

80 mm thick factory made c.c. interlocking paver block of M-40 Grade

Quantity-

Rate-

Amount -

Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:

Quantity-

Rate-

Amount -

a) 80 mm thick c.c. paver block of M-40 grade with approved colour, design and pattern.

Quantity8927

Rate-

Amount -

Cast in Situ Cement Concrete M 25 Kerb.

Quantity-

Rate-

Amount -

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete inposition to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-Charge (length of finished kerb edging shall be measured for payment). (Precast c.c. kerb stone shall be approved by Engineer-in- Charge).

Quantity164.68

Rate-

Amount -

Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing.

Quantity25

Rate-

Amount -

Retro-reflectorised Traffic Signs

Quantity-

Rate-

Amount -

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade shetting vide MoRT&H technical specification Clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRT&H Technical Specification Clause 801.

Quantity-

Rate-

Amount -

(i) with 900 mm equilateral triangle

Quantity6

Rate-

Amount -

(ii) with 600 mm equilateral triangle

Quantity8

Rate-

Amount -

(iv) with 800 x 600 mm rectangular

Quantity4

Rate-

Amount -

(v) with 600 x 450 mm rectangular

Quantity6

Rate-

Amount -

Direction and Place Identification Signs upto 0.9 sqm Size Board.

Quantity-

Rate-

Amount -

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, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRT&H Technical Specification Clause 801.

Quantity6

Rate-

Amount -

Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface

Quantity-

Rate-

Amount -

Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, 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 as per MoRT&H Technical Specification Clause 803

Quantity-

Rate-

Amount -

a) Lane/ Centre line/ Edge marking/ Transverse marking and any other marking

Quantity50

Rate-

Amount -

Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering as per MoRD Technical Specification Clause 412.

Quantity6008

Rate-

Amount -

Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)

Quantity-

Rate-

Amount -

PCC M 15 Grade ( upto 5 m height )

Quantity331

Rate-

Amount -

RCC M 30 Grade

Quantity-

Rate-

Amount -

Upto 5 m height

Quantity-

Rate-

Amount -

Case - I : Using Concrete Mixer

Quantity-

Rate-

Amount -

Drain Raft 150 Thick

Quantity621

Rate-

Amount -

Drain Both Side Wall 150 Thick

Quantity731

Rate-

Amount -

Drain Roof Slab 150 Thick

Quantity281

Rate-

Amount -

Catch Pit Raft 150 Thick

Quantity47

Rate-

Amount -

Catch Pit Wall 150 thick

Quantity45

Rate-

Amount -

Retaining Wall

Quantity107

Rate-

Amount -

Box Culvert

Quantity109

Rate-

Amount -

Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

Quantity153.6

Rate-

Amount -

Brick masonry work in cement mortar in sub-structure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification Clauses 1300, 2200.

Quantity-

Rate-

Amount -

In 1:3 cement mortar

Quantity108

Rate-

Amount -

Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200

Quantity-

Rate-

Amount -

In 1:3 cement mortar

Quantity9023

Rate-

Amount -

Neat cement punning.

Quantity9023

Rate-

Amount -

Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : (DSR 2021, VOL - II, Page No- 470)

Quantity-

Rate-

Amount -

Serrated with central bulb (225 mm wide, 8-11 mm thick) Section Wise

Quantity361

Rate-

Amount -

Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise

Quantity5410

Rate-

Amount -

Providing and fixing MS angle ( 50 x 50 x 5 mm) to act as nosing with lugs of MS flat 10 x 5 mm, 100 mm long forked at end 60 cm apart ( minimum three lugs to be provided ) including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete.

Quantity3298

Rate-

Amount -

RCPC Grating 12 Ton Load Capacity

Quantity-

Rate-

Amount -

For Drain

Quantity136

Rate-

Amount -

For Catch Pit

Quantity142

Rate-

Amount -

Pipe Laying And Others

Quantity-

Rate-

Amount -

Providing, Laying, Jointing & field testing of high density Polyethyline pipes, (HDPE) conforming to IS 4984/14151/12786/13488 with necessary jointing material like mexchanical connector or jointing pipes heating to the ends of pipes with the help of telfon coated electric mirror/ heater to the required temprature and pressing the ends together against the each other, to form a manolithic & leak proof joint by thermosetting prosses. It may be required to be done with Jacks/Hydraulic Jacks/ but fusion machine. (50 mm and above fusion jointed & below 50 mm mechanical jointed) incl. hydraulic testing

Quantity-

Rate-

Amount -

d) 160 mm Dia 10 kg/Sq.cm pipes

Quantity616.5

Rate-

Amount -

Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.

Quantity-

Rate-

Amount -

One Side Weep Hole 110 Dia UPVC @ 1M C/C

Quantity528

Rate-

Amount -

Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps

Quantity-

Rate-

Amount -

Cutting of Trees, including cutting of Trunks, Branches and removal of Stumps & roots, Refilling, Compaction of Backfilling and stacking of serviceable material by manual means with all lifts and lead upto 1000 m as per MORT&H Technical specification Clause 201

Quantity-

Rate-

Amount -

Girth Above 300 mm to 600 mm

Quantity2

Rate-

Amount -

Girth Above 600 mm to 900 mm

Quantity1

Rate-

Amount -

Girth Above 900 mm to 1800 mm

Quantity1

Rate-

Amount -

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.

Quantity649

Rate-

Amount -

Turfing with Sods

Quantity-

Rate-

Amount -

Furnishing and laying of the live sods of perennial turf 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 as per MoRD Technical Specification Clause 309.

Quantity1623

Rate-

Amount -

Providing labour at site supplied with all necessary hand tools inclusive of all cost overhead and profit margin etc.

Quantity-

Rate-

Amount -

Mate

Quantity25

Rate-

Amount -

Labour/Mazdoor

Quantity25

Rate-

Amount -

Mason (1st Class)

Quantity25

Rate-

Amount -

Providing material including cost of material, carriage and its staking at site including all taxes, overhead and profits etc.

Quantity-

Rate-

Amount -

Cement ordinary Portland or equivalent in bags

Quantity1

Rate-

Amount -

High Yield Strength Deformed steel reinforcing bar up to 16mm dia to as per IS 432

Quantity0.2

Rate-

Amount -

Providing clean well graded river or pit sand at site (Sand (Fine) : from local quarries)

Quantity10

Rate-

Amount -

Providing hard cut stone boulders at site 15-30cm size

Quantity20

Rate-

Amount -

Providing coarse aggregate of 20mm to 10mm size as per MoRT&H Specifications.

Quantity5

Rate-

Amount -

Providing construction machine / equipment with drivers/ operators including fuel,lubricants,reapairs,maintennace, all taxes, overhead and profits etc.

Quantity-

Rate-

Amount -

Tipper 5.5 cum/10 t

Quantity10

Rate-

Amount -

Hire and running charge of Tractor with ripper attachment

Quantity10

Rate-

Amount -

Hire charge of Hydraulic Excavator (3D) with driver and fuel

Quantity10

Rate-

Amount -

Hire charge of Concrete mixer 0.25-0.40 cubic metre with hopper

Quantity10

Rate-

Amount -

Hire and running charge of loader (Front end-loader)

Quantity10

Rate-

Amount -

Dozer D80

Quantity10

Rate-

Amount -

Grader

Quantity10

Rate-

Amount -

Statutory payments to water resources, National Highways, State Highways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works

Quantity1

Rate-

Amount -

Mohanpurr Town-Storm Water Drain Work

Quantity-

Rate-

Amount -

Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.

Quantity-

Rate-

Amount -

By Manual Means

Quantity-

Rate-

Amount -

In area of non-thorny jungle

Quantity0.59

Rate-

Amount -

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.

Quantity-

Rate-

Amount -

All kinds of soils.

Quantity8820

Rate-

Amount -

Dismantling of Brick soling Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.

Quantity198

Rate-

Amount -

Dismantling of flexible pavement and disposal of dismantled material up to a lead of 1000 meters, staking serviceable and unserviceable materials separately and as per leavent clauses of section-200.

Quantity-

Rate-

Amount -

( I ) By Manual Means

Quantity-

Rate-

Amount -

(A)Bituminous Road

Quantity74

Rate-

Amount -

(B)Granular Road

Quantity30

Rate-

Amount -

( II ) By Mechanical Means

Quantity-

Rate-

Amount -

(A)Bituminous Courses

Quantity148

Rate-

Amount -

Dismantling of Cement Concrete Pavements as per MoRT&H Technical Specification Clause 202 Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRT&H Technical Specification Clause 202. (B) upto partial depth of concrete

Quantity50

Rate-

Amount -

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.

Quantity-

Rate-

Amount -

I. Ordinary Soil

Quantity-

Rate-

Amount -

I) Upto 3.0 m Depth

Quantity15382

Rate-

Amount -

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead with all lifts but excluding compaction ground supporting embankment/ subgrade, replacement by suitable soil, which shall be paid separately as per MoRT&H Technical Specification clauses of section 300.

Quantity550

Rate-

Amount -

Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.

Quantity-

Rate-

Amount -

Earth filling (For marshy soil)

Quantity6959

Rate-

Amount -

Sand Filling

Quantity347

Rate-

Amount -

Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Quantity2110

Rate-

Amount -

Maintenance of Earthen shoulder (filling with fresh selected soil)

Quantity-

Rate-

Amount -

Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.

Quantity3694

Rate-

Amount -

Maintenance of Earthen shoulder (Stripping of excess soil)

Quantity-

Rate-

Amount -

Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.

Quantity3694

Rate-

Amount -

Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.

Quantity-

Rate-

Amount -

B) Driven at least 900 mm below ground and 900 mm above ground on average

Quantity128

Rate-

Amount -

Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)

Quantity2210

Rate-

Amount -

Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)

Quantity-

Rate-

Amount -

PCC M 15 Grade ( upto 5 m height )

Quantity629

Rate-

Amount -

Plain/reinforced cement concrete in sub-structure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)

Quantity-

Rate-

Amount -

RCC M 30 Grade

Quantity-

Rate-

Amount -

Upto 5 m height

Quantity-

Rate-

Amount -

Case - I : Using Concrete Mixer

Quantity4431

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

Quantity370.29

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Brick masonry work in cement mortar in sub-structure complete excluding pointing & plastering, as per drawing & MoRT&H technical specification Clauses 1300, 2200.

Quantity-

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In 1:3 cement mortar

Quantity148

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Plastering with cement mortar 15 mm thick on brickwork in substructure as per MoRT&H technical specification Clauses 1300 & 2200

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In 1:3 cement mortar

Quantity3053

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Neat cement punning.

Quantity3053

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Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : (DSR 2021, VOL - II, Page No- 470)

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Serrated with central bulb (225 mm wide, 8-11 mm thick) Section Wise

Quantity581

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Serrated with central bulb (225 mm wide, 8-11 mm thick) Length Wise

Quantity14778

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Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.

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One Side Weep Hole 110 Dia UPVC @ 5M C/C

Quantity337

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Both Side Weep Hole 110 Dia UPVC @ 5M C/C

Quantity284

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Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.

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110 mm dia

Quantity160

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U-PVC coupler for UPVC drainage pipes 110/160 mm Dia

Quantity450

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Road Restoration Works

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Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401. (iii) For Grading II Material

Quantity739

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Wet Mix Macadam 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 finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.

Quantity924

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502 Prime Coat (iii) High porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20- 1.50 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502.

Quantity3694

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Dense Graded Bituminous Macadam Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects. A. Grading II i. With Viscosity Graded Bitumen of VG-30.

Quantity148

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503 Tack Coat (iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.

Quantity3694

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Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects. A. Grading II i. With Viscosity Graded Bitumen of VG-30.

Quantity296

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508 20 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) Binder. Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. Case - I : By Manual Means (I) Bitumen of VG-30

Quantity3694

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Cast in Situ Cement Concrete M 20 Kerb. Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per drawings & MoRT&H technical specifications Clauses 408.

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A. Using Concrete Mixer

Quantity7389

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Miscellaneous Works

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Dismantling of Fencing Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of dismantled material with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity16

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Removal of Telephone / Electric Poles and Lines Removal of telephone/ electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRT&H Technical Specification Clause 202.

Quantity14

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.

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(I) By Manual Means

Quantity-

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B)Cement Concrete

Quantity250

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C)Reinforced Cement Concrete

Quantity135

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Demolishing brick work like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRT&H Technical Specification Clause 202.

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Dismantling brick / tile work

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In cement mortar.

Quantity170

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Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per MoRD Technical Specification Clause 202. Dismantling of existing Steel work, including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.

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Including dismembering

Quantity750

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Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per MoRD Technical Specification Clause 202 .

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Upto 600 mm dia Hume pipe

Quantity111

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Above 600 mm to 900 mm dia Hume pipe

Quantity185

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Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per CPWD specification and direction of the Engineer - in - charge.

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i.80 mm dia

Quantity47.25

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ii.100 mm dia

Quantity47.25

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iii.125 mm dia

Quantity47.25

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iv.150 mm dia

Quantity47.25

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v.200 mm dia

Quantity46.25

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vi.250mm dia

Quantity46.25

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vii.300mm dia

Quantity46.25

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viii.350mm dia

Quantity46.25

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ix.400mm dia

Quantity46.25

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x.450mm dia

Quantity45.25

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xi.500mm dia

Quantity45.25

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xii.600mm dia

Quantity45.25

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Charges for cutting C.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge.

Quantity-

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i.80 mm dia

Quantity20

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ii.100 mm dia

Quantity12

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iii.125 mm dia

Quantity10

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iv.150 mm dia

Quantity10

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Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261) HP/ Hr. 77.00 13 (i) The

Quantity6000

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Circular shape 560 mm dia precast R.C.C. manhole cover with frame - E.H.D. - 35

Quantity384

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Proving and supplying and Fixing of RCPC Grating 12 Ton Load Capacity in Catch Pit- 600 x 600 x 600(H) all neccery civil works and equipment as per provided drawing and specefication all complete and direction of Engineer in In charge. (Including Loding Unloasding Transportation, Erection and GST )

Quantity429

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Supplying, fixing and installation of HDPE fabricated wall mounted Flap Gates of approved manufacturer, complete with anchor bolts and all other accessories complete as per specifications, drawings and direction of Engineer-In-Charge.

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1100 mm x 1100 mm

Quantity1

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600 mm x 800 mm

Quantity1

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Providing and anchoring polypropylene coated MS foot rests (weighing approximately 0.9 kg) for chamber/pit/sump/ walls etc. at levels and intervals as directed by engineer.

Quantity16

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Safety Arrangements

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Trench barricading for safety as per drawing and specification wherever directed by the Engineer. (Payment to be made as per running metre of trench) (Rates quoted shall envisage re-use of items as far as practicable).(Rate worked out considering 15 times usage)

Quantity7389

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Fixing red danger tape on bamboo poles in two rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape and 15 times usage for balli)

Quantity7389

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Fixing red danger tape on exposed & jutting out shoring in 2 rows on both sides of trench. (Payment to be made per running metre of trench. Rates quoted shall envisage re-use of items as far as practicable.).(Rate worked out considering 2 times usage for tape)

Quantity1847

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Survey Work

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Topographical survey Work using Total Station, preparation and finalization of survey drawings and CADD files, preparation of working drawing including Geotechnical work as directed by the Engineer in charge.

Quantity32

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Provisional Sum Amount for (Road & Storm Water Drains-Dharmanagar, Kailasahar, Kumarghat & Ambassa) Statutory payments to water resources, National Highways, State Highways, Indian Railways, Forest Department, Archeological Survey of India and similar organizations, Provision towards costs associated with social safeguards, Provision towards costs associated with environmental safeguards, Network expansions if required beyond the present scope,Nalla crossings, any dismantling work, shifting of utilities and miscellaneous works All arrangement for implementayion of Enviroment Management Plan as identified in the Initial Enviromental Examination (Refer:EE for Drains-Dharmanagar, Kailasahar, Kumarghat & Ambassa) Payment of the budget amount will be paid after completion of the project subject to satisfactory compliance EMP's Please quote Rs. 3,93,74,706.00 (Rupees Three Crore Ninety Three Lakh Seventy Four Thousand Seven Hundred Six Only) in Rate Column

Quantity1

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