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 Date7 Mar 2024

Closing Date14 May 2024

Tender Amount₹ 72,21,74,193

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Costs

EMD
₹ 72,74,000
Document Cost
₹ 11,800
Tender Fee
Refer Documents

Description

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Tender Id
2024_TUDAW_48301_1
Bid Award Id
View
Tender No
28_EE_TUDA_2023_24
Tender Authority
Tripura Urban Planning And Development Authority View
Purchaser Address
-
Website
http://tripuratenders.gov.in

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Documents

Tender Notice-1373.5 kBTendernotice_1.pdf

PNIeT

BOQ-1643.6 kBBOQ_49111.xls

BOQ

Corrigendum-43.2 MBCORRIGENDUM.pdf

Corrigendum-31.6 MBBOQ_Corrigendum.PD...BOQ_Corrigendum.PDF

Corrigendum-2654.2 kBDate_Corrigendum_3...Date_Corrigendum_30.04.24.pdf

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BOQ Items

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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.

Quantity-

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In 1:3 cement mortar

Quantity877

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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.

Quantity1185

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Amount -

Case - I : Using Concrete Mixer

Quantity2061

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Amount -

By Manual Means

Quantity-

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Amount -

110 mm dia

Quantity55

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

Quantity200

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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.

Quantity450

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Amount -

(B)Granular Road

Quantity9

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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)

Quantity-

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(ii) For Grading II Material

Quantity374

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Dismantling brick / tile work

Quantity-

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Compacting Original Ground

Quantity-

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Road Restoration Works

Quantity-

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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.

Quantity4128

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Earth filling (For marshy soil)

Quantity1782

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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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( II ) By Mechanical Means

Quantity-

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(i) with 900 mm equilateral triangle

Quantity2

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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.

Quantity47

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Dharmanagar Town-Storm Water Drain Works

Quantity-

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(A)Bituminous Courses

Quantity114

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By Manual Means

Quantity-

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(i) Compacting original ground supporting subgrade

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(A)Bituminous Road

Quantity24

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A) Lime Concrete

Quantity15

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Girth Above 900 mm to 1800 mm

Quantity2

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Amount -

( I ) By Manual Means

Quantity-

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Amount -

In 1:3 cement mortar

Quantity25

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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)

Quantity1243

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

Quantity68

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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.

Quantity1185

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

Quantity203

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Wet Mix Macadam

Quantity-

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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

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Amount -

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

Quantity4738

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RCC M 30 Grade

Quantity-

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C)Reinforced Cement Concrete

Quantity80

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Amount -

(v) with 600 x 450 mm rectangular

Quantity4

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

Quantity318

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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.

Quantity165

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

Quantity224

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Maintenance of Earthen shoulder (Stripping of excess soil)

Quantity-

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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.

Quantity994

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Upto 5 m height

Quantity-

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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.

Quantity44

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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)

Quantity1243

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1000 mm x 1100 mm

Quantity1

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In area of non-thorny jungle

Quantity0.13

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(A) In area of light jungle

Quantity1.01

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(vi) with 600 x 600 mm square

Quantity2

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Road Restoration Works

Quantity-

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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)

Quantity-

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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)

Quantity1290

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Amount -

Dismantling brick / tile work

Quantity-

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Removal of Telephone / Electric Poles and Lines

Quantity-

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Turfing with Sods

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PCC M 15 Grade ( upto 5 m height )

Quantity285

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Amount -

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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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.

Quantity621

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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.

Quantity367.71

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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.

Quantity296

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In cement mortar.

Quantity120

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

Quantity-

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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.

Quantity2145

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Amount -

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 580 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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Amount -

A. Using Concrete Mixer

Quantity1243

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Amount -

Case - I : Using Concrete Mixer

Quantity-

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Upto 600 mm dia Hume pipe

Quantity77

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

Quantity152

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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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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-

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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

Quantity994

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Amount -

I) Upto 3.0 m Depth

Quantity18930

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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.

Quantity89

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Amount -

Girth Above 600 mm to 900 mm

Quantity1

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Amount -

A. Using Concrete Mixer

Quantity2876

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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.

Quantity1344

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Amount -

I. Ordinary Soil

Quantity-

Rate-

Amount -

Case - I : Using Concrete Mixer

Quantity2730

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Amount -

(A)Bituminous Road

Quantity57

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Amount -

1400 mm x 1100 mm

Quantity1

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Amount -

I) Upto 3.0 m Depth

Quantity10323

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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.

Quantity-

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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.

Quantity2580

Rate-

Amount -

RCPC Grating 12 Ton Load Capacity

Quantity-

Rate-

Amount -

A) Lime Concrete

Quantity10

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Amount -

In 1:3 cement mortar

Quantity6521

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Amount -

B)Cement Concrete

Quantity215

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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.

Quantity46

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Amount -

Including dismembering

Quantity695

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Amount -

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

Quantity3181

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 -

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.

Quantity200.03

Rate-

Amount -

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRD Technical Specification Clause 202.

Quantity260

Rate-

Amount -

(ii) For Grading II Material

Quantity698

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 -

In 1:3 cement mortar

Quantity420

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Amount -

Neat cement punning.

Quantity2160

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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.

Quantity-

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Amount -

Scarifying Existing bituminous Road Surface by mechanical means to a Depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per MoRD Technical Specification Clause 301.4.

Quantity7295

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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 -

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

Quantity-

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

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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 -

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 -

Construction of Embankment with Material Obtained from Borrow Pits

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

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

Quantity-

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-

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Amount -

Pipe Laying And Others

Quantity-

Rate-

Amount -

Removal of Telephone / Electric Poles and Lines

Quantity-

Rate-

Amount -

For Drain

Quantity144

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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)

Quantity-

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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 -

B)Cement Concrete

Quantity150

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Amount -

Miscellaneous Works

Quantity-

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Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity30

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-

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Amount -

(A) In area of light jungle

Quantity1

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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 -

B)Cement Concrete

Quantity5

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Amount -

In cement mortar.

Quantity130

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Amount -

I. Ordinary Soil

Quantity-

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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.

Quantity8185

Rate-

Amount -

In cement mortar.

Quantity150

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.

Quantity14

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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 -

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.

Quantity2580

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.

Quantity2369

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 -

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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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

Quantity1800

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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-

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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-

Rate-

Amount -

Girth Above 900 mm to 1800 mm

Quantity2

Rate-

Amount -

Sand Filling

Quantity224

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 -

PCC M 15 Grade ( upto 5 m height )

Quantity805

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 -

(i) with 900 mm equilateral triangle

Quantity20

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.

Quantity446.25

Rate-

Amount -

In cement mortar.

Quantity130

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 -

Direction and Place Identification Signs upto 0.9 sqm Size Board.

Quantity-

Rate-

Amount -

1250 mm x 1250 mm

Quantity1

Rate-

Amount -

1200 mm x 1100 mm

Quantity1

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

Quantity199

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 -

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

Quantity10

Rate-

Amount -

Excavation in soil by manual means

Quantity-

Rate-

Amount -

110 mm dia

Quantity27

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 -

Sand Filling

Quantity513

Rate-

Amount -

For Drain

Quantity83

Rate-

Amount -

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

Quantity-

Rate-

Amount -

110 mm dia

Quantity108

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRD Technical Specification Clause 202.

Quantity285

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 -

Dismantling brick / tile work

Quantity-

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.

Quantity1588

Rate-

Amount -

RCC M 30 Grade

Quantity-

Rate-

Amount -

(ii) with 600 mm equilateral triangle

Quantity72

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

Neat cement punning.

Quantity332

Rate-

Amount -

Drain Raft 150 Thick

Quantity189.37

Rate-

Amount -

Catch Pit Wall 150 thick

Quantity30

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 -

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.

Quantity8370

Rate-

Amount -

Direction and Place Identification Signs upto 0.9 sqm Size Board.

Quantity-

Rate-

Amount -

(iii) with 600 mm circular

Quantity4

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.

Quantity674

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 -

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 -

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

Quantity6975

Rate-

Amount -

All kinds of soils.

Quantity3975

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.

Quantity32

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

Quantity35

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity120

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.

Quantity98.4

Rate-

Amount -

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

Quantity-

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.

Quantity515

Rate-

Amount -

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRD Technical Specification Clause 202.

Quantity340

Rate-

Amount -

B)Cement Concrete

Quantity206

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 -

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 -

(I) By Manual Means

Quantity-

Rate-

Amount -

Upto 5 m height

Quantity-

Rate-

Amount -

I. Ordinary Soil

Quantity-

Rate-

Amount -

Dismantling brick / tile work

Quantity-

Rate-

Amount -

PCC M 15 Grade ( upto 5 m height )

Quantity247

Rate-

Amount -

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

Quantity458

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.

Quantity8

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.

Quantity31

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 -

Excavation in soil by manual means

Quantity-

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

Quantity42

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

Upto 5 m height

Quantity-

Rate-

Amount -

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

Quantity90

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.

Quantity1987

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.

Quantity330

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 )

Quantity128

Rate-

Amount -

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

Quantity289

Rate-

Amount -

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

Quantity11397

Rate-

Amount -

I) Upto 3.0 m Depth

Quantity8631

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 -

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

Quantity-

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 -

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 -

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 -

Safety Arrangements

Quantity-

Rate-

Amount -

I) Upto 3.0 m Depth

Quantity25643

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.

Quantity9

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 -

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.

Quantity75

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.

Quantity3907

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.

Quantity315

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(iv) with 800 x 600 mm rectangular

Quantity2

Rate-

Amount -

C) Reinforced Cement Concrete

Quantity15

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 -

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)

Quantity2593

Rate-

Amount -

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 580 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 -

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 -

Including dismembering

Quantity458

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 -

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 -

Case - I : Using Concrete Mixer

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.

Quantity1394

Rate-

Amount -

For Drain

Quantity120

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 -

110 mm dia

Quantity50

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.

Quantity2071

Rate-

Amount -

Girth Above 300 mm to 600 mm

Quantity8

Rate-

Amount -

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

Quantity458

Rate-

Amount -

All kinds of soils.

Quantity11243

Rate-

Amount -

A. Using Concrete Mixer

Quantity5160

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

Quantity30

Rate-

Amount -

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

Quantity-

Rate-

Amount -

RCC M 30 Grade

Quantity-

Rate-

Amount -

(I) By Manual Means

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 up to 1000 m as per MoRTH Technical Specification clauses of section 300.

Quantity6166

Rate-

Amount -

PCC M 15 Grade ( upto 5 m height )

Quantity212

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 -

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.

Quantity253

Rate-

Amount -

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

Quantity380

Rate-

Amount -

(v) with 600 x 450 mm rectangular

Quantity6

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)

Quantity311

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.

Quantity63.67

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Upto 5 m height

Quantity-

Rate-

Amount -

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

Quantity9601

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 -

Direction and Place Identification Signs upto 0.9 sqm Size Board.

Quantity-

Rate-

Amount -

Catch Pit Raft 150 Thick

Quantity10.03

Rate-

Amount -

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

Quantity432

Rate-

Amount -

( I ) By Manual Means

Quantity-

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 -

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.

Quantity2849

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.

Quantity1825

Rate-

Amount -

(i) Compacting original ground supporting subgrade

Quantity-

Rate-

Amount -

Neat cement punning.

Quantity6521

Rate-

Amount -

Retaining Wall

Quantity30

Rate-

Amount -

Retro-reflectorised Traffic Signs

Quantity-

Rate-

Amount -

Earth filling (For marshy soil)

Quantity4938

Rate-

Amount -

Turfing with Sods

Quantity-

Rate-

Amount -

Pipe Laying And Others

Quantity-

Rate-

Amount -

In 1:3 cement mortar

Quantity248

Rate-

Amount -

Catch Pit Raft 150 Thick

Quantity31

Rate-

Amount -

Removal of Telephone / Electric Poles and Lines

Quantity-

Rate-

Amount -

Compacting Original Ground

Quantity-

Rate-

Amount -

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

Quantity-

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 -

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

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 -

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and upto a lead of 1000 m and stacking the serviceable and unserviceable material separately under supervision of the concerned department but excluding earth excavation and dismantling of masonry works as per MoRD Technical Specification Clause 202.

Quantity485

Rate-

Amount -

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

Quantity181

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.

Quantity4364

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

Quantity826

Rate-

Amount -

In area of non-thorny jungle

Quantity0.55

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 -

(I) By Manual Means

Quantity-

Rate-

Amount -

Drain Raft 150 Thick

Quantity522

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.

Quantity15

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.

Quantity730

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 -

RCC M 30 Grade

Quantity-

Rate-

Amount -

( I ) By Manual Means

Quantity-

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 -

Cast in Situ Cement Concrete M 20 Kerb.

Quantity-

Rate-

Amount -

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

Quantity6773

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.

Quantity147.76

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.

Quantity80

Rate-

Amount -

(vi) with 600 x 600 mm square

Quantity2

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Miscellaneous Works

Quantity-

Rate-

Amount -

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

Quantity-

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.

Quantity228

Rate-

Amount -

Wet Mix Macadam

Quantity-

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.

Quantity2849

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

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

Quantity50

Rate-

Amount -

Construction of Embankment with Material Obtained from Borrow Pits

Quantity-

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 -

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.

Quantity712

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.

Quantity3.04

Rate-

Amount -

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

Quantity102

Rate-

Amount -

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

Quantity-

Rate-

Amount -

A. Using Concrete Mixer

Quantity3041

Rate-

Amount -

(iii) with 600 mm circular

Quantity6

Rate-

Amount -

(ii) with 600 mm equilateral triangle

Quantity8

Rate-

Amount -

Direction and Place Identification Signs upto 0.9 sqm Size Board.

Quantity2

Rate-

Amount -

Drain Roof Slab 150 Thick

Quantity214.72

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 )

Quantity608

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.

Quantity9

Rate-

Amount -

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

Quantity4768

Rate-

Amount -

(iv) with 800 x 600 mm rectangular

Quantity2

Rate-

Amount -

Drain Raft 150 Thick

Quantity250.5

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 -

Including dismembering

Quantity450

Rate-

Amount -

Survey Work

Quantity-

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)Cement Concrete

Quantity194

Rate-

Amount -

Drain Both Side Wall 150 Thick

Quantity319.27

Rate-

Amount -

In area of non-thorny jungle

Quantity0.25

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 -

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

Quantity868

Rate-

Amount -

Drain Both Side Wall 150 Thick

Quantity498.79

Rate-

Amount -

In 1:3 cement mortar

Quantity332

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)

Quantity1425

Rate-

Amount -

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

Quantity-

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 -

Upto 600 mm dia Hume pipe

Quantity85

Rate-

Amount -

Neat cement punning.

Quantity4565

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 -

Wet Mix Macadam

Quantity-

Rate-

Amount -

Girth Above 900 mm to 1800 mm

Quantity1

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity142

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 -

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 -

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

Quantity42

Rate-

Amount -

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

Quantity1

Rate-

Amount -

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

Quantity-

Rate-

Amount -

(A) By Mix in Place Method

Quantity-

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 -

Sand Filling

Quantity513

Rate-

Amount -

Turfing with Sods

Quantity-

Rate-

Amount -

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

Quantity435

Rate-

Amount -

B)Cement Concrete

Quantity10

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 -

Retro-reflectorised Traffic Signs

Quantity-

Rate-

Amount -

(I) By Manual Means

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

In area of non-thorny jungle

Quantity0.67

Rate-

Amount -

Sand Filling

Quantity520

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.

Quantity1032

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 up to a lead of 1000 m as per MoRTH technical Specification Clause 202.

Quantity-

Rate-

Amount -

Ambassa Town-Storm Water Drain Work

Quantity-

Rate-

Amount -

RCC M 30 Grade

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.

Quantity2.52

Rate-

Amount -

Sand Filling

Quantity180

Rate-

Amount -

(iv) with 800 x 600 mm rectangular

Quantity2

Rate-

Amount -

Cast in Situ Cement Concrete M 20 Kerb.

Quantity-

Rate-

Amount -

Drain Both Side Wall 150 Thick

Quantity474

Rate-

Amount -

(B)Granular Road

Quantity21

Rate-

Amount -

Upto 600 mm dia Hume pipe

Quantity36

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 -

Neat cement punning.

Quantity420

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)

Quantity2369

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 -

RCC M 30 Grade

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 -

(i) with 900 mm equilateral triangle

Quantity4

Rate-

Amount -

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

Quantity10319

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.

Quantity249

Rate-

Amount -

( I ) By Manual Means

Quantity-

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.

Quantity575

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 -

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

Quantity22

Rate-

Amount -

For Catch Pit

Quantity96

Rate-

Amount -

In 1:3 cement mortar

Quantity2160

Rate-

Amount -

RCPC Grating 12 Ton Load Capacity

Quantity-

Rate-

Amount -

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

Quantity44

Rate-

Amount -

RCPC Grating 12 Ton Load Capacity

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)

Quantity2369

Rate-

Amount -

(ii) For Grading II Material

Quantity960

Rate-

Amount -

Safety Arrangements

Quantity-

Rate-

Amount -

( II ) By Mechanical Means

Quantity-

Rate-

Amount -

Sand Filling

Quantity471

Rate-

Amount -

Earth filling (For marshy soil)

Quantity2539

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.

Quantity15

Rate-

Amount -

Gravel / Soil - Aggregate Surface Course ( Table 400.3 )

Quantity-

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)

Quantity5699

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.

Quantity70.66

Rate-

Amount -

(B)Granular Road

Quantity5

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

Quantity1000

Rate-

Amount -

Neat cement punning.

Quantity918

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.

Quantity2.88

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 -

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 -

B) Cement Concrete

Quantity20

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 -

(i) Compacting original ground supporting subgrade

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 -

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 -

(Kumarghat Road Work

Quantity-

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.

Quantity2849

Rate-

Amount -

Survey Work

Quantity-

Rate-

Amount -

Maintenance of Earthen shoulder (filling with fresh selected soil)

Quantity-

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)

Quantity902

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 -

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 -

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.

Quantity15

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.

Quantity95

Rate-

Amount -

1300 mm x 1500 mm

Quantity1

Rate-

Amount -

(A)Bituminous Courses

Quantity47

Rate-

Amount -

1000 mm x 800 mm

Quantity1

Rate-

Amount -

A. Using Concrete Mixer

Quantity5699

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.

Quantity7562

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

Quantity1185

Rate-

Amount -

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 580 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 -

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.

Quantity196

Rate-

Amount -

Road Work

Quantity-

Rate-

Amount -

1000 mm x 1000 mm

Quantity1

Rate-

Amount -

Drain Roof Slab 150 Thick

Quantity195

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 -

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 -

Earth filling (For marshy soil)

Quantity1622

Rate-

Amount -

Safety Arrangements

Quantity-

Rate-

Amount -

Earth filling (For marshy soil)

Quantity2442

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 -

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 -

Maintenance of Earthen shoulder (filling with fresh selected soil)

Quantity-

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 -

(I) By Manual Means

Quantity-

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 -

For Catch Pit

Quantity55

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 -

Survey Work

Quantity-

Rate-

Amount -

Kumarghat Town-Storm Water Drain Work

Quantity-

Rate-

Amount -

(A) In area of light jungle

Quantity1

Rate-

Amount -

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

Quantity1

Rate-

Amount -

Sand Filling

Quantity2253

Rate-

Amount -

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

Quantity131

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.

Quantity2849

Rate-

Amount -

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

Quantity300

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

Quantity2849

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.

Quantity698

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 -

(vii) with 900 mm octagon

Quantity2

Rate-

Amount -

Neat cement punning.

Quantity3769

Rate-

Amount -

Girth Above 600 mm to 900 mm

Quantity2

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)

Quantity5160

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 -

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 -

Above 600 mm to 900 mm dia Hume pipe

Quantity59

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.

Quantity8

Rate-

Amount -

For Catch Pit

Quantity83

Rate-

Amount -

Girth Above 300 mm to 600 mm

Quantity14

Rate-

Amount -

(A)Bituminous Courses

Quantity25

Rate-

Amount -

Maintenance of Earthen shoulder (Stripping of excess soil)

Quantity-

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 -

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 -

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 -

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.

Quantity1294

Rate-

Amount -

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.

Quantity10

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 )

Quantity271

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.

Quantity388

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.

Quantity22

Rate-

Amount -

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

Quantity284

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 )

Quantity65

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.

Quantity3128

Rate-

Amount -

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

Quantity173

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.

Quantity1031

Rate-

Amount -

Maintenance of Earthen shoulder (Stripping of excess soil)

Quantity-

Rate-

Amount -

Road Restoration Works

Quantity-

Rate-

Amount -

(A)Bituminous Courses

Quantity103

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.

Quantity1169

Rate-

Amount -

Cast in Situ Cement Concrete M 20 Kerb.

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 -

Maintenance of Earthen shoulder (Stripping of excess soil)

Quantity-

Rate-

Amount -

A. Using Concrete Mixer

Quantity2369

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 -

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

Quantity-

Rate-

Amount -

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

Quantity2486

Rate-

Amount -

In 1:3 cement mortar

Quantity4565

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Catch Pit Wall 150 thick

Quantity27.69

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 and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

Quantity2669

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

Quantity237

Rate-

Amount -

Ambassa Town-Road Work

Quantity-

Rate-

Amount -

Upto 5 m height

Quantity-

Rate-

Amount -

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

Quantity80

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.

Quantity2821

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 -

(ii) with 600 mm equilateral triangle

Quantity25

Rate-

Amount -

Case - I : Using Concrete Mixer

Quantity4676

Rate-

Amount -

A. Using Concrete Mixer

Quantity2520

Rate-

Amount -

By Manual Means

Quantity-

Rate-

Amount -

2000 mm x 1700 mm

Quantity1

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 up to a lead of 1000 m and stacking the serviceable and unserviceable material separately as per MoRTH Technical Specification Clause 202.

Quantity66

Rate-

Amount -

Retro-reflectorised Traffic Signs

Quantity-

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.

Quantity49

Rate-

Amount -

A) Lime Concrete

Quantity5

Rate-

Amount -

In 1:3 cement mortar

Quantity24

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.

Quantity197

Rate-

Amount -

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

Quantity38

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 -

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

Quantity378

Rate-

Amount -

Drain Roof Slab 150 Thick

Quantity356.04

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.

Quantity198

Rate-

Amount -

PCC M 15 Grade ( upto 5 m height )

Quantity141

Rate-

Amount -

Case - I : Using Concrete Mixer

Quantity-

Rate-

Amount -

All kinds of soils.

Quantity2193

Rate-

Amount -

Miscellaneous Works

Quantity-

Rate-

Amount -

Road Restoration Works

Quantity-

Rate-

Amount -

RCC M 30 Grade

Quantity-

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 -

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 -

Girth Above 600 mm to 900 mm

Quantity5

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 -

(A) By Mix in Place Method

Quantity-

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)

Quantity667

Rate-

Amount -

In 1:3 cement mortar

Quantity41

Rate-

Amount -

Upto 600 mm dia Hume pipe

Quantity19

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 -

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

Quantity3

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.

Quantity782

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 -

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.

Quantity28

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.

Quantity1047

Rate-

Amount -

500 mm x 600 mm

Quantity3

Rate-

Amount -

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

Quantity22

Rate-

Amount -

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

Quantity48

Rate-

Amount -

(A)Bituminous Road

Quantity12

Rate-

Amount -

Catch Pit Wall 150 thick

Quantity29.71

Rate-

Amount -

Earth filling (For marshy soil)

Quantity5004

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

Quantity3769

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 -

( II ) By Mechanical Means

Quantity-

Rate-

Amount -

Upto 5 m height

Quantity-

Rate-

Amount -

(v) with 600 x 450 mm rectangular

Quantity6

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 -

Pipe Laying And Others

Quantity-

Rate-

Amount -

Compacting Original Ground

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity128

Rate-

Amount -

PCC M 15 Grade ( upto 5 m height )

Quantity606

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 -

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 -

In 1:3 cement mortar

Quantity918

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.

Quantity4098

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.

Quantity621

Rate-

Amount -

Upto 5 m height

Quantity-

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 )

Quantity299

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 -

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

Quantity-

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

Quantity1100

Rate-

Amount -

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

Quantity83

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.

Quantity40

Rate-

Amount -

Maintenance of Earthen shoulder (filling with fresh selected soil)

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)

Quantity5699

Rate-

Amount -

I. Ordinary Soil

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

Safety Arrangements

Quantity-

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity5

Rate-

Amount -

(B)Granular Road

Quantity23

Rate-

Amount -

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

Quantity-

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.

Quantity114

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity5

Rate-

Amount -

Survey Work

Quantity-

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 -

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 -

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)

Quantity593

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.

Quantity1440

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 -

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.

Quantity994

Rate-

Amount -

Catch Pit Raft 150 Thick

Quantity17.23

Rate-

Amount -

All kinds of soils.

Quantity8749

Rate-

Amount -

1000 mm x 900 mm

Quantity1

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 -

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

Quantity4128

Rate-

Amount -

(A)Bituminous Road

Quantity52

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.

Quantity169

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 -

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.

Quantity4128

Rate-

Amount -

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

Quantity5704

Rate-

Amount -

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

Quantity-

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 -

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.

Quantity2671

Rate-

Amount -

Including dismembering

Quantity480

Rate-

Amount -

By Manual Means

Quantity-

Rate-

Amount -

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

Quantity-

Rate-

Amount -

( II ) By Mechanical Means

Quantity-

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)

Quantity2061

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.

Quantity10

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 -

Case - I : Using Concrete Mixer

Quantity6375

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.

Quantity1185

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

Quantity570

Rate-

Amount -

(A) By Mix in Place Method

Quantity-

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 -

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)

Quantity5160

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 -

C)Reinforced Cement Concrete

Quantity112

Rate-

Amount -

Excavation in soil by manual means

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 -

Schedule No. 2: Kailasahar Town

Quantity-

Rate-

Amount -

C)Reinforced Cement Concrete

Quantity112

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 -

Kailasahar Town-Drain Works

Quantity-

Rate-

Amount -

Earth filling (For marshy soil)

Quantity1521

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 -

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