UPGRADATION OF MATTI-BHIKHI-DHANAULA ROAD TO CHEEMA UPTO DISTRICT BOUNDRY, UNDER PMGSY-III (BATCH-II), BLOCK BHIKHI, DISTT. MANSA. PACKAGE No. PB-11-301, (LENGTH- 12.95KM)

Amount

Construction of Work

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 Technical Specification Clause 201.

Dismentling of Existing Brick Edging complete in all respect. as per CSR - 8.5 (i)

Dismentling of flexible pavements & disposel of dismentled materials upto lead of 100m stacking serviceable & un serviceable materials seperately as per Technical Specification clause 202. & Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

Dismantling of existing strucutures 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 matieral, disposal of unserviceable material and stacking the serviceable material with all lifts and lead to 1000 m as per Technical Specification Clause 202.

Brick Work

Concrete Work

Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site to embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankement, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1

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

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads as per MoRD Specification clause 301.5

Brick Edging - Providing and laying brick on edging 6.83 cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Mord specifications

Laying & Compaction of old Material received after scarification from raising portion after mixing 20% coarse sand, including Laying , rolling and Consolidating the same as per Specification.Complete in all respects.as per Mord specifications

Granular Sub Base - Construction of Granular Sub Base by providing well graded spreaded in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD specification clause 401

Water Bound Macadam (Grading -I) - 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 type-A/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRD Specification Clause 405.

Water Bound Macadam (Grading -II) -Providing, laying, spreading and compacting stone aggregates wbm GR-III) 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 type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRD Specification Clause 405.

Primer Coat - Providing and applying primer coat with Bitumen Emulsion (Slow Setting-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per MoRD specification clause 502

Tack Coat - Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD specification clause 503

20mm Thick Open Graded Premix Carpet - Providing, laying & rolling of 20mm Thick Open Graded Premix Carpet - Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates using Bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, transported to site, 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 Type ‘B as per MoRD specification clause 508.

Seal Coat - Providing and laying seal coat with Paver Finisher using viscosity grade bitumen VG-10 for sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type ‘B’ as per MoRD specification clause 510.

CD Works

Removing all type of Hume Pipes and Stacking within a lead of 1000 mtr. Including earth work and dismentling of masonary work as per technical specification Clause 202.

Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material

Providing and laying Plain Cement Concrete nominal mix 1:3:6 in open foundation of concrete or brick structures as per drawing and MoRD Specification clauses 802, 803, 1202 and 1203

Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 600 mm dia)

Brick Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and MoRD specification Clause 600, 1202 & 1203

Providing Cement Concrete 1:2:4 for Architectural coping 395mm wide 50mm thick on top of Head walls complete as per drawings and technical specifications clause 615 & 710

Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per MoRD specification Clause 613.4 & 1204

Deep struck Pointing with Cement Mortar (1:3) on brickwork in Sub-Structure as per MoRD specification Clause 613.3 and 1204

Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8

Providing reinforced cement concrete M-25 in Sub structure complete as per drawings and technical specifications clause 802,803,1202 & 1203

Supplying, fitting, and placing TMT Bars Fe500 reinforcement in Sub structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing Cement Concrete (Plain / Reinforced) M-20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing Cement Concrete (Plain / Reinforced) M-20 in Sub Structure complete as per drawings and technical specifications Clause 802,804,805,806,807,1202 & 1204

Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surfaces as per drawing and Technical Specification Clause 1701

Providing and laying plain/reinforced Cement concrete 1:4:8 for open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (CC 1:4:8)

Plain/reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 upto 5.00 metre height. Plain Cement concrete grade M15 nominal mix 1:2.5:5.

Providing and laying cement concrete wearing course M-30 grade complete as per drawing complete as per drawings and Technical Specification Clauses 800, 1205.4 and 1206.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Plain Cement concrete grade M20 Nominal mix 1:2:4.

Providing and laying reinforced cement concrete in superstructure complete as per drawings and Technical Specification Clauses 800, 1205.4 and 1205.5 Reinforced Cement Concrete Grade M25 (1:1.5:3) Nominal mix

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottam and back filling with approved material.)

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) for base course under Abutment and Pier complete as per drawing & technical specifications.

PCC Grade ( M-15 ) Plain/Reinforced Cement Concrete in Sub Structure Complete as per drawing and Technical Specification .

PCC Grade ( M-20 ) Plain/Reinforced Cement Concrete in Sub Structure Complete as per drawing and Technical Specification .

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications.

Plain/Reinforced cement concrete (R.C.C.M-30) in open foundation complete as per drawing and technical specifications for Abutment/Pier/Wing wall Footing including centring shuttering but excluding steel reinforcement complete as per drawing and technical specifications.

Plain/Reinforced cement concrete (R.C.C) M-30 for substructure complete as per drawing and technical specifications for abutment stem, Pier stem & Return wall including centring shuttering but excluding steel reinforcement complete as per drawing and technical specifications.

Height upto 5m

Provision for rubbing the Abutment/ Pier caps smooth with carborandum stone.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Providing Weep holes @ 1000 c/c both in horizontal and vertical direction in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications

Supplying, fitting and placing un-coated HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000,1002, 1005, 1010 & 1202.

In foundation Clauses 1000 & 1202

In Substructure Clauses 1002, 1005, 1010 & 1202

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (R.C.C.) M-30 Deck slab including centring & shuttering but excluding steel reinforcement complete in all respects.

Providing and laying P.C.C. M-15 Grade leveling course below approach slab complete as per drawing and Technical specification complete in all respects clause 800 and 1211.

Providing and laying Reinforced cement concrete (RCC M-30) approach slab including reinforcement and formwork complete as per drawing and Technical specification.

Providing and laying 56mm thick wearing coat conisting of 50 mm thick Bituminous concrete in 2 layers 25 mm thcik each over 6 mm thick mastic asphaltic with tack coat MORT&H Specifications.

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight.

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) as per CSR 22.12 A

Drainage Spouts complete as per drawing and Technical specification

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications Clauses 1000,1002, 1005, 1010 & 1202.

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row includin

Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203

Dismantling of existing strucutures 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 matieral, disposal of unserviceable material and stacking the serviceable material with all lifts and lead to 1000 m as per Technical Specification Clause 202.

Brick Work (100.35+441.78=542.13)

Concrete Work (PCC)

Concrete Work (RCC) (41.58+20.46 = 62.04)

ROAD FURNITURE & ROAD SAFETY MEASURE

Reinforced Cement Concrete M15 grade 5th kilometre 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 M15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703

Reinforced Cement Concrete M15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and MoRD Specification Clause 1703

Boundry Piller of 250mm dia R.C.C. NP Type-2, Pipe including painting & lettering etc., complete in all respects.

Supplying and fixing of Logo Board (Logo board at starting point & Intermediate distance) with Vertical Post MS Square Tube 80x80x4.80mm,Defination & Diamond Plate of ACP Sheet 3mm thick back side angle iron 25x25x3mm with Retro Reflective Tape type IV including cutting, lettering, Fixing comp. in all respects.

Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.

Providing and fixing of typical PMGSY Citizen Informatory sign board with Logo as per MORD specifications and drawing. MS Plates 1.6 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x750mm, 750mm below ground level. All M.S. 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

For Main Road

Extra in Phirni Portion due to change in road pavements.

Providing and fixing of PMGSY Maintenance Information board as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick with base plate 300x300x5mm duly embedded in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.

Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting supported on a mild steel angle iron post 75mm x75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801

900 mm equilateral triangle

900 mm side octegon

600mm equilateral triangle

600mm side Circular

600x450 mm rectangular

800x600mm rectangular direction & identification sign board

1200x900mm rectangular direction & identification sign board

Hazard Markers (900 X 300mm)

Providing and making rumble strips 20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using OGPC to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. Complete in all respects.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface comp. as per MORD Specifications.

Supplying and fixing of Aluminium Road Stud 100x100mm with lense reflector (9 Mtr. Centre to Centre)

Laying Brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and X-section shows on the drawing filling joints with sand and earth spreading 25 mm thick layer of Earth over brick Soling watering and rolling the same with three wheel road roller 80-100 kN as per technical specification Clauses 412

Credit of Material

Credit of Old RCC Pipe Received after Dismentling

Credit of 1000mm dia pipe (26.25+ 31.50)

Bricks received after dismentling of culverts parapets

Brick Bats

Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.

For 1st year

For 2nd year

For 3rd year

For 4th year

For 5th year

gupta builders sunam

M/s Makhan Lal Contractor