Ministry Of Road Transport And Highways Tender

Dismentalling of dry brick on end edging complete in all respects.

Dismantling of flexible pavements and disposal of dismantled materials, stacking serviceable and unserviceable materials separately (Bituminous courses) by Mechanical Means complete in all respects as per MORT&H Specifications.5th Rev 2013

Dismantling of flexible pavements and disposal of dismantled materials, stacking serviceable and unserviceable materials separately (Granular courses) by Mechanical Means complete in all respects as per MORT&H Specifications.5th Rev 2013

Credit of old material available after dismanteling of raising and strengthening portion Take 20% credit of old Bricks complete in all respects as per MORT&H Specifications.

Credit of old material available after dismanteling of rai sing and strengthening portion Take 50% credit of old Brick bats complete in all respects as per MORT&H Specifications.

Earth Work

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 within all lifts and lead upto 1000m complete in all respects as per MORT&H Specifications. 5th Rev 2013

Filling in median/island with approved material obtained from borrow area with all leads and lifts complete as per Technical Specification Clause 408 of MORTEH Specifications. 5th Rev 2013

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 complete in all respects as per MORT&H Specifications. 5th Rev 2013

Granular Courses & Sub Base Courses

Providing laying spreading and compacting Granular Sub Base 200mm thick in two layer of (with thickness of single layer not exceeding 200mm compacted) of natural sand, crushed gravel, crushed stone,crushed slag or combination thereof depending upon the grading required.Use of material like brick metal,Kankar & crushed concrete shall be permitted in the lower sub base.The material shall be free from organic or other deleterious constituents and shall conform to the gading given in Table 400-1 and physical requirements given in Table 400-2 grading III and IV shall preferably be used in lower sub base.Grading V & VI shall be used as a sub base-cum- drainages layer.Where the sub base is laid in two layers as upper sub base &lower sub base ,the thickness of each layershall not be less than 150mm transportation of material and spreading on the prepared sub grade with help of motor grader to required slopes and grades with moisture contents 1% to 2% the optimum moisture content and rolling with static smooth wheeled roller (80-100 KN) in case compacted layer does not exceed 100mm and with vibratory roller (of minimum 80-100 KN.) for compacted layer not exceeding 250mm to achieve field density not less than 98% of maximum dry density determined in laboratory, checking for any high spots or depressions which become apparent corrected by removal or adding fresh material, including cost of tools and plants, templates, barriers, lighting arrangements at night maintenance of diversions, regulation of traffic etc. complete in all respects as per MORT&H specification 401, as per drawing, instructions and to the entire satisfaction of Engineer. Quality Control of work and arrangement of traffic shall be maintained as per section 900 & clause 112 of MORT&H specifications 5th revision 2013 respectively. The protection of edges of granular sub base extended over the full formation as shown in the drawing shall be considered incidental to the work of providing and laying GSB and no extra payment shall be made for the same. Rate shall be paid as per clause 401.8 of MORT&H specifications (5th revision) 2013

Providing laying spreading and compacting Granular Sub Base (Labour Rate for Laying GSB) complete in all respects as per MORT&H Specifications. clause 404 (5th Rev 2013)

Providing, laying, spreading & compacting clean, crushed, graded aggregate & granular material, premixed with water to dense mass on a prepared sub grade/sub base /base or existing pavement as the case may be with the requirtments of these specification. The material shall be laid in one or more layers as necessary to lines,grades &cross sections shown on the approved Drawings or as directed by the engineer. The thickness of single compacted Wet Mix Macadam layer shall not be less then 75mm.whan vibrating or other approved types of compacting equipment are used , The compacted depth of a single layer of the sub base course may be upto200mm with the approval of the engineer. Wet Mix Macadam shall be prepared in an approved mixing Plant to suitable capacity having provision for controlled addition of water and forced/ positive mixing arrangement like Pugmill or pan type mixer of concrete batching plant.The thick in suitable three layers of 75mm thick each, with materials conforming to physical requirement laid in Table 400 -15 and grading laid in Table 400-14 of M.O.R.T.& H specifications, spreading by a Paver Finisher as per clause 406.3.4 to the required thickness, slopes, grades and rolling with smooth wheel roller ( 80-100KN) for compacted single layer does not exceed 200 mm and vibratory roller (80-100 KN ) for layer upto 250mm till density achieved is 98% of maximum dry density in laboratory, checking for any high spot corrected by removal or adding fresh material including cost of tool and plants, template, barriers, lighting arrangement at night, maintenance of diversion, regulation of traffic etc. complete in all respects as poer M.O.R.T.& H specifications clause No 406 as per instructions and to the entire satisfaction of Engineer, Arrangement of quality control and traffic arrangement shall be done as per section 900 and clause 112 of Ministry of Road Transport & Highways (5th revision) 2013 respectively.

Bituminous Course

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means complete in all respects as per MORT&H Specifications. Clause 502 of 5th Rev 2013

Providing and applying tack coat VG-10 at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom complete in all respects as per MORT&H Specifications. Clause 503 of 5th Rev 2013

Providing and laying Bituminous Concrete of 40mm compacted thickness in a single course after applying tack coat 0.20 kg per sqm area on dence bituminous macadam surface over the base previously prepared in accordance with MORt&H specifications (5th Rev 2013), after mixing the aggregate and VG-40 bitumen in electronix operated Batch Type Hot Mix Plant as per approved mix and laying the same with the help of electronix sensor paver as per MORT&H specifications. After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per clause Nos. 507.4.8 The through unit rate for this item include the cost of aggregates, bitumen filler fuel for heating bitumen in a boiler premixing of stone aggregate and bitumen in a electronic operated Batch type Hot Mix Plant and carriage of premixed materials from Batch type Hot Mix Plant to site of work, templates barriers, lighting arrangements & sundries etc.

The Bituminous Concrete for the purpose of payment shall be measured in Cubic metre.

If Bitumen/ binder contents required is more than as specified in BOQ & MORT&H spec. 5th rev.2013. No extra payment will be made. The extra Bitumen/binder contents will be considered as incedental to work.

Before starting the work, the contractor shall propose different percentage of different sizes of coarse and fine aggregates which be intends to mix in order to get required grading. The same will be approved by the Engineer in charge after carrying out the required tests, as the proportions so approved shall be termed design Job Mix Formula.

The total quantity of bitumen for Bituminous Concrete shall be 5.40% by weight of total mix with VG-40.

Note:- 1. A part from the conformity with the grading and quantity requirement of individual ingredients, the mix aggregate i.e. crushed bajri, fine aggregates, filler for bituminous concrete (Grading-2) for 40mm thickness shall meet all requirement set forth in clause 507 of MORT&H specifications (5th revision 2013).

2. The final grading for the aggregate required for bituminous concrete (Grading-2) of 40mm thickness conforming to table 500-17 of MORT&H specifications 5th Revision 2013 shall be determined by the Engineer in charge after getting the Bituminous Concrete (Grading-2) designed from either CRRI, New Delhi or Punjab Engineering College, Chandigarh, Punjab Laboratory Patiala or any other reputed laboratory approved by Superintending Engineer, Pb. PWD (B&R) Branch after obtaining 60% of the materials for the required grading at plant site. The design mix so finally approved by the Engineer in charge shall be termed as approved Job Mix Formula if it is within permissible limits.

3. The approved mix shall exhibit the following details.

Source and location of all materials.

Binder VG-40 expressed as percentage by weight of total mix.

Crushed bajri of 11.2mm / 13.2mm gauge expressed as a percentage by weight of total mix.

Fine aggregate expressed as a percentage by weight of total mix.

Filler expressed as a percentage by weight of total mix.

A single definite percentage passing the each sieve for the mix aggregate.

Density of Bituminous concrete in laboratory should not be less than. 2.36 gm/cc.

4. The contractor thereafter shall be required to complete the supply of various in-gradients from an approved quarry/ sources mentioned above for Bituminous Concrete as per proportions stipulated in the approved Job Mix Formula.

5. Filler 2% which may be Rock Ash hydrated lime or cement. The limit having not less than 80% calcium carbonate, as filler should be preferred.

Traffic Signs Marking and Other Appurtenance

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes complete in all respects as per clause 803 of MORT&H specifications. 5th Rev 2013

Providing, fixing and erection of Informatory Sign Boards

Cautionary sign board 900x900x900mm triangular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956-09 and as per IRC 67-2012 fixed over 4mm thick aluminium Composite material(ACM) sheeting having aluminium skin thickness of 0.40 to 0.50mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per technical clause 801 of MORT&H specifications A 10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for Type-XI retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Mandatory sign board 600mm circlular as per IRC 67-2012 with high intensity Microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956-09 and as per IRC 67-2012 fixed over 3mm thick aluminium Composite material(ACM) sheeting having aluminium skin thickness of 0.25 to 0.30mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200mm c/c to back support frame of 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications A 10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for Type-XI retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956-09 and IRC 67 2012 fixed over 4mm thick Aluminium Composite Material (ASM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm o/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications.

Overhead sign board 9000x1500mm simply supported type double sided as per IRC 67- 2012 with high intensity microprismatic grade retro reflective sheeting Type XI as per ASTM D 4956-09 and as per IRC 67 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per mtr as verical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per technical clause 802 of MORT&H specifications. A 10 years pre-qualification warranty as per clause 6.9 of IRC 67-2012 for Type-XI retro reflective sheeting from the manufacturer & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.

Providing and fixing reflective pavement markers (Road Studs) from ASA (Acrylic styrene Acryloretrite) or HIP (High Impact Polystyrene) or Acrylonitrile Butadiene Styrene (ABS) or any other suitable material approved by Engineer with twin shanks complete as per Technical Specifications Clause 804.

Precast chequred tiles of 20mm minimum thickness in ordinary grey cement without chips laid on 20mm thick bed of cement mortar 1:3 with neat cement slurry between joints and over the base for floors, treads of steps and landings complete in all respect.

Cement concrete M15 with stone ballast 40mm gauge in foundation mech. Mixed and vibrated complete in all respects.

Cast in situ cement conrete M-20 kerb in median with channel top & bottom width 115 & 165mm respectively, 250mm high in M-20 grade PCC on M-10 grade foundation 150mm thick, kerb channel 300mm vide, 50mm thick in PCC in M-20 grade, sloped towards the kerbs, kerb stone with channel laid with kerb laying machine, foundation conrete laid manually, all complete as per clause 408 of MORT&H Specification (5th Rev 2013)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete in all respects.

Providing & Laying 0.60 Mtr Span Slab, 0.60 Mtr. Hume pipe, 0.90 Mtr Span Slab, 3 Mtr Span Slab, 5 Mtr. Span slab, Covered Drain, Open Drain and Retaining wall as per MORTH specifications

Earth work in excavation of foundation ordinary soil complete in all respect as per MORT&H Specification (5th Rev 2013)

Providing & Laying Cement Conc. 1:3:6 with 40mm aggregate stone ballast using concrete mixer volume metric type complete in all respect.

1st class brick work laid in cement sand mortar 1:3 in foundation of plinth upto 1.5 m height from foundation level complete in all respect as per MORT&H Specification (5th Rev 2013)

1st class brick work laid in cement sand mortar 1:3 in Super structure complete in all respect as per MORT&H Specification (5th Rev 2013)

R.C.C. M20 Mech. Mixed and vibrated excluding steel but including centering, shuttering complete in all respects as per MORT&H Specification (5th Rev 2013)

R.C.C. M25 Mech. Mixed and vibrated excluding steel but including centering, shuttering complete in all respects as per MORT&H Specification (5th Rev 2013)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications complete in all respects as per MORT&H Specification (5th Rev 2013)

Cement Conc. M-15 with with stone ballast or shingle 40mm gauge using concrete mixing volumtric type complete in all respects as per MORT&H Specification (5th Rev 2013)

Making Filling expansion joints with compressible fiber board complete in all respects.

12.5mm thick Cement Plaster 1:3 complete in all respects as per MORT&H Specification (5th Rev 2013)

Brick on edge on edge flooring laid in cement sand mortar 1:3 complete in all respects.

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) complete in all respects.

Providing and laying boulder apron for bed protection with stone boulder complete in all respects.

PCC M-20 Mech. Mixed and vibrated for bed complete in all respects as per MORT&H Specification (5th Rev 2013)

Cost of NP-3 Hume pipe complete in all respects.

Laying of RCC Pipe complete in all respects.

Earth cusion complete in all respects.

Dismantling parapets of culvert complete in all respects.

Dismantling of road complete in all respects.

Dismantling of old Concrete Slab complete in all respects.

Removal of Pipe complete in all respects.

Credit of Old Bricks (-)

Credit of old brick bats (-)

Credit of old steel scrap (-)

Credit of old RCC Pipe (-)

Construction of Diversion For Slab Type Culvert

Providing and laying RCC pipe NP3 for culverts on first class bedding of 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 complete in all respect.

Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications (5th Rev. 2013)

Laying Brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreding 25mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100kN complete in all respect.

Credit of Old Bricks (-)

Credit of old brick bats (-)

Hume pipe