Salem District - Valapady Block - MRL23-Thirumanur to Oilpatty at PMGSY III 2023-2024 - Batch - I TN15-253

Amount

MRL -23 Thirumanur to Oilpatty Km 0/0-7/240.

Clearing and grubbing road land including uprooting wild vegetation,grass ,bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD Technical Specification Clause 201.

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

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 Technical Specification Clause 301.5 (Carted Earth)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel shoulder)

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Waterproofing of the surface by spraying 1kg of Terrasil or Equivalent and 1kg of Zycobond or Equivalent in the ratio of 1:1:200 with Potable Water and spraying on the surface @ 3ltrs/sqm and compacting with a static roller. Complete job, finished work to be measured

Construction of Sub base & Base by way of using blended material comprising of 60% Available soil of CBR> 5; 40% GSB Material, Grade B; 3% Cement by weight of soil; 1kg of Terrasil or Equivalent per cum & 1kg of Zycobond or Equivalent per cum ; Mechanically blended using a Rotavator at Optimum Moisture Content; laid in Two layers of Equivalent Depth each and duly compacted with Static Roller Including Maintaining the Camber as per specifications. Complete job , finished work to be measured. (ref : MORD sl.no4.11-(i) page no.4-20)

Providing and laying Bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Providing and laying Bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying primer coat with cationic bitumen emulsion(water based) modified with Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) qualifying as per the test, on prepared surface of granular base including cleaning of road surface and prime coat-mix made using 100 part Cationic Bitumen Emulsion (Grade CSS-1) and 200 parts of Nanotechnology Solution (1 kg Terraprime :200 liter water (≤1000ppm TDS) and spraying at the rate of 1.35 Kg/sqm using mechanical means as per Technical Specification.

Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and applying tack-coat with cationic bitumen emulsion (CRS-1) in mixing ratio of 0.014 part Nanotechnology based Penetrative Reactive Water-soluble Organosilane material (forming water clear solution) : 1 part water (<1000 ppm TDS) : 1 part cationic bitumen emulsion and spraying using emulsion distributor at the rate of 1.2 times of conventional spray rate 0.275 Kg per sqm (i.e 0.33 kg/sqm) on the prepared new bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .(ref:Mord pg.no 5-4)

Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Mix Seal Surfacing with Zycotherm Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Provision of 15 nos rumble strips with covered with premix bituminous carpet,15-20mm high at centre, 250mm wide placed at 1m centre to centre approved locations to control speed, marked with w hile strips of road making paint.

Side Drain @ Chainage 70-130m and Chainage 110-230m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Chainage 70-130m and Chainage 110-230m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202

Chainage 70-130m and Chainage 110-230m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4)

Chainage 70-130m and Chainage 110-230m

Provision for CC Pavement at Chainage 325-425m

Construction of Cell Fill Compacted Concrete Pavement (M30) over prepared sub base with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm minimum cement content of 375 kg per cum, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with plate vibrator, to achieve the designed flexural strength, finishing and curing as per Technical Specification.

Chainage 325-425m

Construction of Retaining Wall at Chainage 830-840m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Chainage 830-840m

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Chainage 830-840m

Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

Chainage 830-840m

Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Below Sill Level )

Chainage 830-840m

Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Above Sill Level )

Chainage 830-840m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Chainage 830-840m

Construction of Retaining Wall at Chainage 2280-2340m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Chainage 2280-2340m

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Chainage 2280-2340m

Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

Chainage 2280-2340m

Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Below Sill Level )

Chainage 2280-2340m

Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Above Sill Level )

Chainage 2280-2340m

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Chainage 2280-2340m

Construction of Retaining Wall at Chainage 3355-3365m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Chainage 3355-3365m

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Chainage 3355-3365m

Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

Chainage 3355-3365m

Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Below Sill Level )

Chainage 3355-3365m

Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Above Sill Level )

Chainage 3355-3365m

Construction of Retaining Wall at Chainage 6115-6185m, 6260-6280, 6315-6385 & 6510-6610

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

Chainage 6115-6185m, 6260-6280, 6315-6385 & 6510-6610

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Chainage 6115-6185m, 6260-6280, 6315-6385 & 6510-6610

Cement concrete 1 : 2.5 : 5 mix using M15 HBG metal , including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.for foundation

Chainage 6115-6185m, 6260-6280, 6315-6385 & 6510-6610

Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Below Sill Level )

Chainage 6115-6185m, 6260-6280, 6315-6385 & 6510-6610

Cement concrete 1 : 2 : 4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.( Above Sill Level )

Chainage 6115-6185m, 6260-6280, 6315-6385 & 6510-6610

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Chainage 6115-6185m, 6260-6280, 6315-6385 & 6510-6610

Construction of Pipe Culvert at Chainage - 810m

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

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 wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Below Sill Level

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Above Sill Level

Providing and laying reinforced cocement concrete pipe NP3 for culverts on birst class bedding granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

Construction of 2x4 m RCC Slab culvert @ Ch. 905m

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 wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

culvert @ Ch. 905m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

culvert @ Ch. 905m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill Level)

culvert @ Ch. 905m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill Level)

culvert @ Ch. 905m

Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

culvert @ Ch. 905m

Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

culvert @ Ch. 905m

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

culvert @ Ch. 905m

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

culvert @ Ch. 905m

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

culvert @ Ch. 905m

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

culvert @ Ch. 905m

Construction of Pipe Culvert at Chainage - 2872m

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Below Sill Level

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Above Sill Level

Providing and laying reinforced cocement concrete pipe NP3 for culverts on birst class bedding granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

Construction of 1x2.50m RCC Slab culvert @ Ch. 4130m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

culvert @ Ch. 4130m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

culvert @ Ch. 4130m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill Level)

culvert @ Ch. 4130m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill Level)

culvert @ Ch. 4130m

Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

culvert @ Ch. 4130m

Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

culvert @ Ch. 4130m

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

culvert @ Ch. 4130m

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

culvert @ Ch. 4130m

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

culvert @ Ch. 4130m

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

culvert @ Ch. 4130m

Construction of 1x4 m RCC Slab culvert @ Ch. 4580m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

culvert @ Ch. 4580m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

culvert @ Ch. 4580m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill Level)

culvert @ Ch. 4580m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill Level)

culvert @ Ch. 4580m

Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

culvert @ Ch. 4580m

Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

culvert @ Ch. 4580m

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

culvert @ Ch. 4580m

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

culvert @ Ch. 4580m

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

culvert @ Ch. 4580m

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

culvert @ Ch. 4580m

Construction of 2x0.90m dia Pipe Culvert at Chainage - 4815m

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Below Sill Level

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 20 ( 1:2:4) Above Sill Level

Providing and laying reinforced cocement concrete pipe NP3 for culverts on birst class bedding granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

Construction of 1x1.50m RCC Slab culvert @ Ch. 4947m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

culvert @ Ch. 4947m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

culvert @ Ch. 4947m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill Level)

culvert @ Ch. 4947m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill Level)

culvert @ Ch. 4947m

Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

culvert @ Ch. 4947m

Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

culvert @ Ch. 4947m

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

culvert @ Ch. 4947m

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

culvert @ Ch. 4947m

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

culvert @ Ch. 4947m

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

culvert @ Ch. 4947m

Construction of 1x4 m RCC Slab culvert @ Ch. 6030m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

culvert @ Ch. 6030m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

culvert @ Ch. 6030m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill Level)

culvert @ Ch. 6030m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill Level)

culvert @ Ch. 6030m

Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

culvert @ Ch. 6030m

Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

culvert @ Ch. 6030m

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

culvert @ Ch. 6030m

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

culvert @ Ch. 6030m

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

culvert @ Ch. 6030m

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

culvert @ Ch. 6030m

Construction of 1x1.50m RCC Slab culvert @ Ch. 6260m

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

culvert @ Ch. 6260m

Providing and laying Concrete for Plain / Reinforced Concrete in Open foundations complete as per drawings and MORD technical specification Clauses 802,803,1202 & 1203 M 15 (1:2.5:5)

culvert @ Ch. 6260m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill Level)

culvert @ Ch. 6260m

Cement concrete 1 : 2 : 4 mix using M20 Grade HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Above Sill Level)

culvert @ Ch. 6260m

Supplying, Fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and MORD technical specification Clauses 1002, 1010 and 1202

culvert @ Ch. 6260m

Providing and laying Concrete for Reinforced Concrete in Super structure complete as per drawings and MORD technical specification Clauses 800,1205.4 & 1205.5 (RCC M25)

culvert @ Ch. 6260m

Providing Weepholes in abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 2(H) towards drawing face complete as per drawing and technical specification.

culvert @ Ch. 6260m

Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

culvert @ Ch. 6260m

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

culvert @ Ch. 6260m

Backfilling behaind abutment, wing wall and return wall complete as per drawings & MORD technical specification clause 1204.3.8

culvert @ Ch. 6260m

Providing and fixing of Logo Board as per standard drawings

Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical Specification Clause

Reinforced cement concrete M15 grade Hecta metre stone of standard design as per IRC:8 fixing in position including painting and printing etc., as per drawing and Technical Specification Clause

60cm Equilateral triangle cautionary sign board

Reflector

Chevron signs 90 cm Octogon

Citizen information board

Maintenance board

Name board

Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

V.R.V.CONSTRUCTION