Upgradation and Maintenance of road from L063-Garkote to Naik Mohalla Killer (Waste Plastic) (Batch-I, 2019-20) Package No. JK03-2015, Length 5.00 Kms Block Uri, PMGSY Division Uri.

Amount

Site Clearance

Cleaning and grubbing road land including uprooting wild vegetation, bushes, shrubs, saplings and trees of various girths removal of stumps of such trees cut earlier and disposal of the unserviceable materials and stacking of serviceable materials to be used or auctioned within the lead of proposed road length or as per the direction of Engineer in charge at site including removal and disposal of top organic soil not exceeding 150mm in thickness (as per technical specification in clause 201 by mechanical means in area of thorny jungles.

Earth Work

Excavation in hilly area in hard soil by mechanical means including cutting and trimming of side slopes (1H:1V to 1H:2V) and disposal of excavated earth with all leads,lifts, loading,unloading and octori.(Finished work to be measured.) as per drawing and MORD technical specification clause 1603.1

Excavation in hilly area in ordinary rock by mechanical means not requiring blasting including cutting and trimming of side slopes and disposal of cut meterial with al leads,lifts,loading,unloading and octori.(Finished work to be measured) as per drawing and MORD technical specification clause 1603.2.

Excavation in hilly area in hard rock by mechanical means may require blasting including cutting trimming bottoms and side slopes in accordance with requirement of lines, grades and cross- sections and disposal of cut meterial with all leads lifts,loading unloading and octori(Finished work to be measured) as per MORD technical specifications clause 1603.2.

PROTECTION WORKS:- CONSTRUCTION OF RB WALLs: (1420 RM)

Earth work excavation in ordinary soil for foundations of structures upto required depth as per drawing and MORD technical specification clause 305.1 including setting out construction of shoring/bracing,dewatering removal of stumps and other deleterious meterial, up tp required lead dressing of sides and bottom and back filling in trunching with excavated suitable material.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 having PCC Grade M-10 with nominal mix including cost of formwork and carriage of all materials from approved source only to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)

Random Rubble Masonry in cement mortar (1:5 mix) for sub-structure complete as per drawing and MORD technical specification clauses 702,704,1202 and 1204.including cost and carriage of all materials from approved source to site of work with stone according to IS:1597 having crushing strength, durability and size according to IS 1597:1992 with cost of bond stone of masonary with all leads, lifts, loading, unloading and octori (Finished work to be measured).

Labour for random rubble masonry in dry uncoursed/ brought to course for sub structure complete as per drawing and MORD technical specification clauses, 702,704,1202 and 1204 including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured.) Stones availble from rock cutting at site.

Pointing on stone masonry walls with cement mortar (1:3) as per drawings and MORD technical specification clause 613.3 and 1208.4 incl.cost and carriage of all materials from approved source with all leads,lifts,loading,unloading and octroi. (Finished work to be measured)

Providing PCC M-20 architectural Coping on the top of wing wall, return wall etc.complete as per drawing and technical specification clauses 615,710,and 1204.3.11.incl.cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured.)

Back filling behind abutment, wing wall and return wall complete as per drawing and MORD technical specification clause 1204.3.8 (Granular material), including all carriage of material (available at site) from ordinary rock cutting with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) Rehandling charges only.

CEMENT CONCRETE RETAINING WALL

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

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-10 nominal mix including cost of form work but excluding carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 and 1203 P.C.C grade M-15 nominal mix Including cost of form work but excluding carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured)

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), including cost and carriage of material from approved source to site of work with all leads, lifts, loadinging,unloading and octroi (Rehandling charges only)

CRATE PROTECTION WORK-

Earth work excavation in ordinary soil for foundations of structures upto required depth as per drawing and MORD technical specification clause 305.1 including setting out construction of shoring/bracing,dewatering removal of stumps and other deleterious meterial, up tp required lead dressing of sides and bottom and back filling in trunching with excavated suitable material.

Providing and laying apron laid in wire crates with 4mm dia annealed wire confirming IS 280 and 4626 in 100x100 mesh including 10% extra for laps with stone boulder weighing not less than 25 kg as per drwaing and technical specification of 1301.incl.cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured.)

Back filling behind abutment, wing wall and return wall complete as per drawing and MORD technical specification clause 1204.3.8 (Granular material), including all carriage of material (available at site) from ordinary rock cutting with all leads, lifts, loadinging,unloading and octroi(Finished work to be measured) Rehandling charges only.

CD WORK. HUME PIPE CULVERTS 1000MM DIA. (10 No.) SINGLE ROW

Earth work excavation for foundations of structures upto required width and depth as per drawing and MORD technical specification clause 305.1 including setting out construction of shoring/bracing,dewatering removal of stumps and other deleterious meterial, up tp required lead dressing of sides and bottom and back filling in trunching with excavated suitable meterial including construction of temporary divertion over existing nalah as per requirement.

Providing and laying plain/reinforced cement concrete in open grade in leveling course PCC Grade M-10 as per drawing and MORD technical specification clause 802,803,1202 and 1203 including cost of form work and cost and carriage of all meterials from approved source to site of work with all leads,lifts loading un-loading and octori (Finished work to be measured)

Random rubble masonry in cement mortar 1:5 mix for sub structure complete as per drawing and MORD technical specification clauses 702,704,1202 and 1204.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured.)

Providing and laying plain/ reinforced cement concrete in open foundation with M-20 grade as per drawing and MORD technical specifications clause 802, 803, 1202 & 1203/ including cost of from work and all cost & carriage of material from approved source to site of work, loadoing, unloading complete. Finished work to be measured.

Providing PCC M-20 architectural coping on the top of wing wall, return wall etc.complete as per drawing and MORD technical specification clauses 615,710,and 1204.3.11.incl.cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured.)

Pointing on stone masonry walls with cement mortar (1:3) as per drawings and MORD technical specification clause 613.3 and 1208.4 incl.cost and carriage of all materials with all leads,lifts,loading,unloading and octroi. (Finished work to be measured)

Providing and laying of (1000mm dia.) reinforced cement concrete pipes NP-3 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 masonry work in head walls and parapets as per clause 1106.but including cost and carriage of pipes from approved source to site of work, with all leads, lifts, handling, rehandling, loading, unloading and octori.(Finished work to be measured.)

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8 (Granular material), incl.carriage of material with all leads, lifts, loadinging,unloading and octroi (Rehandeling charges only, Finished work to be measured) .

Buried Condutes (500mm)

Earth work in excavation for foundation of structures up to 3m depth as per drawing and MORD technical specifications clause 1104.including setting out , construction of shoring and bracing , removal of stamps and other deleterious matter, dressing of sides and bottom and back filling with approved material. (Finished work to be measured)

Providing and Laying cement concrete Pipe NP3 (Burried condiuts) on first class bedding of granular meterial including fixing collar with cement sand mortar 1:2, excluding excavation, protection works, backfilling, concrete and massonary work in head wall and parapets, including all leads,lifts,loading unloading and cost of pipes.(Finished work to be measured)

Cement Concrete Drain (800 RM)

Earth work in excavation for foundation of structures up to 3m depth as per drawing and MORD technical specifications clause1104.including setting out , construction of shoring and bracing , removal of stamps and other deleterious matter , dressing of sides and bottom and back filling with approved material. Including construction of temporary diversion, loading unloading, complete.(Finished work to be measured)

Providing and laying plain/reinforced cement concrete in open grade in leveling course PCC Grade M-10 as per drawing and MORD technical specification clause 802,803,1202 and 1203 including cost of form work and cost and carriage of all meterials from approved source to site of work with all leads,lifts loading un-loading and octori (Finished work to be measured)

Providing and laying plain/ reinforced cement concrete including cost of formwork, with M-15 grade as per drawing and technical specifications clause 802, 803, 1202 & 1203 including all carriages, leads, lifts and form work costs complete.(Finished work to be measured, )

Unlined surface drain:- Construction of unlined surface drains in hard soil/ordinary rock of required Cross-Sectional Area manually in soil to specified lines , grades , levels and dimensions .Excavated material to be used in embakement with required lead and lift as per Technical Specification Clause 307.(Finished work to be measured,)

Pavement.

Loosening of ground upto level of 150mm below the subgrade level, watered, graded and compacted in layers to meet requrement to tables 300.1 and 300.2 for subgrade construction as per T.S. clause 303.5.2 (no bed rock involved for complete length of road).

Granular Sub-Base / base / surface course with local material (table 400.13) by mix in place method normal construction of granular sub-base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at once and compacting with three wheel static 80-100 KN roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408. (Using naturally occuring gravel)including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, .) .

Water Bound Macadam (WBM-III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405..incl.cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured.)

Providing & applying Low Porosity primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of (0.70 – 1.0) Kg/Sqmt. using mechanical means as per MORD technical Specification Clause 502.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, )

Waste Plastic Bituminous Macadam :Providing & laying Waste Plastic Bituminous Macadam, 50 mm thick, with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder (3.04%) and Waste plastic (0.26%) as per clause 5.1 table 3 of IRC SP 98 transported to site, laid over a perviously prepared surface with paver finisher to the required grade, level & alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. includinng cost and carriage of material from source to site of work, with all leads, lifts, loading, unloading and octori.(finished work to be measured,).

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 Kgs per Sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MORD technical specifications clause 503.,including cost and carriage of material from source to site of work, with all leads, lifts, loading unloading and octori. (Finished work to be measured, )

Providing, laying and rolling of 20 mm thick OGPC using bitumen with Modified Waste Plastic (weight 6 to 8% of bitumen and size passing 2.36mm seive and retained on 600micron as per SP 98:2013 and clause 512 of MORD) to required line, grade and level including mixing in a suitable Hot Mix plant (HMP) using bitumen (from approved source only VG10 and viscocity grade as per IRC 111-2009) at 3.96% of weight of aggregate (from boulder source only) obtained from JOB MIX Formula using three wheel 80-100KN Static Roller for compaction .incl.cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloading and octori.(Finished work to be measured.)

Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A/B as per Technical Specification Clause 510.specification 1995) by Mech. means using bitumen (S-90) .including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete .) .

Construction of sub grade and earthen shoulders with approved material obtained fromroad way cutting with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of table 300.20.as per MORD technical specifications clause.303.1.including cost and carriage of material from approved source to site of work, with loading, unloading and octori. (Finished work to be measured,)

MISCELLANEOUS ITEMS:-

Providing and fixing of Typical PMGSY informatory sign board with logo as per MORD specification and drawing.Three MS plates of 1.6mm thick , top and middle plate duly welded with MS flat iron 25mmx5mm size on edges The lower plate will be welded with MS angle iron frame of 25x25x5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded o 2 No. 75x75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450x450x600 mm , 600mm below ground level. the topmost diamond plate will be welded to middle plate by 47x47 mm of SWG steel plate tube .All MS will be stove enameled on both sides. Lettering and printing arrows border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint, as per drawing Clause 1701 and annexure 1700.1. (Fig No.2 ).

Providing and fixing of Citizens' Information Board as per drawing and MORD technical specification Clause 1700.2 (Fig 1/A)

Providing and fixing of PMGSY LOGO Board as per drawing and detail of PMGSY (Fig 1)

Construction of Back pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.3

Reinforced cement concrete M-15 grade kilometer stones / local stone of standard design as per IRC : 8 fixing in position including painting and printing , etc.as per Drawing and technical specification Clause 1703.

Reinforced cement concrete M-15 grade Boundary Pillars / local stone of standard design as per IRC : 25 fixing in position including painting and printing , etc.as per drawing and technical specification Clause 1704.

Construction of Job pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.4

Providing and Fixing of CRASH RAILINGS /BARRIER (Stainless steel/Alumunium) for side protection including the applying of reflecting paint (Complete Job) as per direction of Engineer incharge at site.

Maintenance for Five Years

1st Year

2nd Year

3rd Year

4th Year

5th Year

The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.

M/S VALLEY ROAD CONSTRUCTION COMPANY

MS Hamdaniya Constructions