Improvement to Road Starting from SH 196 Kolhapur ITI Pachgaon Vadgaon Khebawade to Bamni MDR 30 Km. 0/00 to 14/400 Tal. Karveer Dist. Kolhapur

Amount

Dismantling of flexible pavements and disposal of dismantaled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately, excetra complete.

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means.

Conveying Charges for Excavated Material with machine loading and unloading with 2.0 Km Lead

Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige of mixed material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401. - Plant Mix Method and grading - I material.

Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate (V.S.I. grade finely washed crushed sand) conforming to Indian Standard : 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kilogram per cubic metre, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant / weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor / by suitable means as approved by Engineer in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.

Providing and laying in situ M-35 grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (V.S.I. grade finely washed crushed sand) conforming to Indian Standard : 383, using fine and coarse aggregates combined gradation as per Table 600-3 of Ministry of Road Transport and Highways specification 2013, mixed in batching & mixing plant/ non Tilting type Weigh Batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacting and finished in a continuous operation, finishing to lines and grades as directed by Engineer in-charge and curing by curing compound / by providing cement vata in cement mortar 1:8 at 0.6 metre X 0.6 metre center to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period or by any other method approved by Engineer in-charge, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete.

Providing and fixing in position thermo mechanically treated FE 500, 32 milimetre diameter dowel bars precoated with anticorrosive epoxy paint, of required dia, 60 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening, necessary cutting, supported by thermo mechanically treated FE 500 chairs with proper alignment by using properly designed assembly of bulkheads, lubricating half length with bituminous paint as directed, excetra complete.

Cutting transverse contraction joints 3 milimetre to 4 milimetre wide and depth 60 milimetre in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab, excetra complete including subsequent widening of the groove 8 milimetre to 10 milimetre wide at top having depth of 15 milimetre as directed by Engineer in-charge.

Providing and fixing in position thermo mechanically treated FE 500, tie bars precoated with anticorrosive epoxy paint, of 12 milimetre diameter 70 centimetre long and at 30.00 centimetre center to center and wherever directed including handling, straightening, wrapping with paper of approved quality for half length, necessary cutting, handling, supported by assembly of thermo mechanically treated FE 500 chairs with proper alignment, excetra complete.

Providing to contraction joints polysuphide sealent (pouring grade) confirming to British Standard : 5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing polyethylene foam backer rod of required diameter (appraoximately 25 percemt larger than the initial 3 milimetre to 4 milimetre joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. - Contraction and longitudinal joints 15 milimetre deep X 8 milimetre wide.

Providing and laying 125 micron low density polyethylene sheet confirming to Indian Standard : 3395 - 1997 below concrete pavement including all materials and labour complete.

Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Crushed sand VSI Grade finely washed, excetra) (using ARTIFICIAL SAND).

Providing and fixing factory made hydraulically pressed mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetre thick in M-40 grade of approved size and shape for City streets, small / medium market roads, low volume roads, utility cuts on arterial roads, excetra as specified and as per Indian Standard : 15658 - 2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of V.S.I. crushed sand of 50 milimetre thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator, excetra complete.

Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.

Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.

Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailling out water, plywood / steel formwork, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing, excetra complete. The cement mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin, excetra (Wooden centering will not be allowed.) with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources)

Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre to not less than 97 percent of Standard Proctor density after laying them in layers of 20 centimetre to 30 centimetre. With vibratory roller

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate)

Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Excluding picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)

Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of Specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete, including applying tack coat of bitumen of specified grade at the rate of 0.30 kilogram per square metre on existing bitumen surface. (Using VG-30 bulk bitumen)

Proving and laying dense bituminous macadam using crushed aggregates of grading-I premixed with bituminous binder specified Bitumen (Asphalt Grade 60/70) at the rate of 4.50 per cent by weight of total mix and filler, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 76 milimetre / 100 milimetre compacted thickness. - Using Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler. (Using VG-30 bulk bitumen)

Proving and laying bituminous macadam using crushed aggregates of grading-I premixed with bituminous binder @ the rate of 72.60 kilogramme per 100 cubic meter , transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80 / 100 milimetre compacted thickness with 3.3 percent specified Bitumen (Asphalt Grade 60/70). - Using 80 tonnes per hour Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver,vibratory roller. (Using VG-30 bulk bitumen)

Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen with sprayer. On dry / hungry black topped surface at the rate of 3.0 killogram per 10 square metre. (Using VG-30 bulk bitumen)

Providing and laying bituminous concrete using crushed aggregates of grading-I premixed with bituminous binder at the rate of 5.20 percent by weight of total mix and filler, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 milimetre compacted thickness with VG-30 Bitumen (Asphalt Grade 60/70), excluding prime / tack coat. For Bitumen VG-30 bulk - Using Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler, including waste plastic to be used in bituminous treatment as per Indian Road Congress Special Publication 98-2013 at the rate of 8 percent by weight of bitumen.

Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant with Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface), including waste plastic to be used in bituminous treatment as per Indian Road Congress Special Publication 98-2013 at the rate of 8 percent by weight of bitumen.

Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete.

Dressing of side shoulder / scrapping the road side shoulder by mechanical means (by JCB / Douzer) including excavation of raised side shoulders upto 15 centimetre depth including remooving / cutting bushes, grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary, excetra complete as directed by Engineer in-charge.

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete.By Mechanical Means

Providing soling using 80 milimetre size trap metal in 15 centimetre layer including filling voids with crushed sand / grit, ramming, watering, excetra complete.

Providing and laying in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete work in foundations like raft, strip foundations, grillage and footings of reinforced cement concrete columns and steel stanchions, excetra including bailling out water, formwork, cover blocks, compaction, curing and roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel), excetra complete, with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Crushed sand VSI Grade finely washed etc) (using ARTIFICIAL SAND).

Providing and fixing in position thermo mechnically treated FE-500 steel bar reinforcement of various dias for reinforced cement concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardis, copings, fins, arches, excetra as per detailed designs, drawings and schedules including cutting, bendding, hooking the bars, binding with wires or tack welding and supporting as requied complete.

Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete. (By Mechanical Means)

Providing rubble filling of trap stones for foundations including filling voids with sand and compaction, excetra complete. (using ARTIFICIAL SAND).

Providing and laying in situ / ready mix cement concrete of M-15 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing excetra complete. (with reversible drum type mixer) with Supervisory Control and Data Aquisition with fine agreegates of required specifications (VSI sand finely washed excetra) (using ARTIFICIAL SAND).

Providing cast in situ / ready mix M-20 grade cement concrete for head walls of cross drainage work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Supervisory Control and Data Aquisition (using ARTIFICIAL SAND).

Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-3 of 1200 milimetre diameter in proper line, level and slope excetra complete. (using ARTIFICIAL SAND).

Excavation for foundation in hard murum including shoring and strutting as necessary and disposing off excavated stuff as directed, excetra complete.

Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 centimetre to 20 centimetre thick including hand packing and compacting, excetra complete.

Providing and laying in situ / ready mix / ready mix M-15 cement concrete of trap / granite / quartzite / gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing excetra complete. (with fully automatic micro processor based Programmable Logic Controller with Supervisory Control and Data Aquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with /artificial sand) (using ARTIFICIAL SAND).

Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing excetra complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications (VSI sand finely washed etc ) excetra complete. (excluding reinforcement). a) reinforced cement concrete Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . (using ARTIFICIAL SAND).

Providing and laying weep holes of 100 milimetre diameter asbestos cement / polyvinyl chloride pipes as per drawing for abutment, returns, return walls, excetra complete.

Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of Ministry of Road Transport and Highways specifications to a thickness of not less than 600 milimetre 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 as per drawing and technical specifications excetra complete.

Providing and laying in situ / ready mix M-30 cement concrete of trap / granite / quartzite / gneiss metal for cast in citu reinforced cement concrete solid piers, columns, excetra including provision of "V" shaped false joints to form suitable panels on the faces of approved design with compacting by vibrating and curing complete, including plywood / steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and including finishing in cement mortar 1:3, curing complete.(With Concrete Mixer) With fine agreegates of required specifications (VSI sand finely washed excetra). (using ARTIFICIAL SAND). (Height up to 5 metre)

Providing and fixing steel pipe delineators of 10 centimetre in diameter and total height of 130 centimetre, provided with 2 strips of white retroreflective sheeting of size 5 centimetre X 32.5 centimetre each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 centimetre. X 32.5 centimetre fixed horizontally at top, with mild steel round cap having diameter 11 centimetre. and wire mesh at top (10 guage thick) and height of wire mesh 15 centimetre, mild steel hold fast 6 milimetre thick with 35 centimetre in length, fixing the delineators in cement concrete 1:4:8 concrete block of size 25 centimetre X 25 centimetre X 45 centimetre with necessary excavation, excetra complete.

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and Abstrone Butadyne Styrine moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of Ministry of Road Transport and Highways Circular number RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retroreflectance of the reflecting panel, to the Engineer

Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 600 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND).

Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 900 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND).

Providing and laying of hot applied thermoplastic compound 2.5 milimetre thick including reflectorizing glass beads at the rate of 250 grams per square metre area, thickness of 2.5 milimetre is exclusive of surface applied glass beads as per Indian Road Congress : 35. The finished surface to be level, uniform and free from streaks and holes complete.

Providing and fixing Road junction / Information sign board of size 0.90 metre X 0.60 metre prepared on 16 gauge mild steel sheet with angle iron frame of size 35 milimetre X 35 milimetre X 5 milimetre including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro-reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100 percent reflection including two angle iron post of size 50 milimetre X 50 milimetre X 5 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in white and black bands of 30 centimetre. with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-in-charge, excetra complete. Mild Steel Board with Engineering Grade.

Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 milimetre made out of 1.5 milimetre aluminum sheet bonded with white retro-reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table number 8.3 Supported with back support frame 25mm X 25mm X 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 milimetre X 65 milimetre X 6 milimetre, 3.45 metre long, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including galvanised iron fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 milimetre diameter made out of 3 milimetre aluminum Composite Material bonded with white retro-reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table number 8.3 Supported with back support frame 25mm x25mm X 3mm,duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 milimetre X 65mm X 6 milimetre, 3.45 metre long, duly painted with with flat oil paint having alternate black and white bands of 25 centimetre width including galvanised iron fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C (Type XI Micro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

Providing and erecting a "W" metal beam crash barrier comprising of 3 milimetre thick corrugated sheet metal beam rail, 70 centimetre above road / ground level, fixed on Indian Standard Medium Channel series channel vertical post, 150 milimetre X 75 milimetre X 5 milimetre spaced 2 metre center to centre, 1.8 metre high, 1.1 metre below ground / road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to Indian Standard 1367 and Indian Standard 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 milimetre X 75 milimetre X 5 milimetre, 330 milimetre long complete as per clause number 810.

Providing and fixing reinforcement cement concrete 200 metre stones as per Indian Road Congress standard including fixing in standard size cement concrete 1:4:8 block including curing, painting, lettering, excetra completed.

Providing and fixing reinforcement cement concrete fifth kilometre stones as per Indian Road Congress standard including fixing in standard size cement concrete 1:4:8 block including curing, painting, lettering, excetra completed.

Providing and fixing 1:2:4 ordinary kilometre stones as per Indian Road Congress standard including fixing in standard size cement concrete 1:4:8 block including curing, painting, lettering, excetra completed.

Providing white and colour washing to road side trees in two coats in two bands of white and one red band at center of 30 centimetre height each including preparing the surface, cost of material, conveying, excetra complete.

Providing and fixing Road junction / Information sign board of size 1.20 metre X 0.90 metre prepared on 16 gauge mild steel sheet with angle iron frame of size 35 milimetre X 35 milimetre X 5 milimetre with cross bracing of size 35 milimetre X 35 milimetre X 5 milimetre including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro-reflective sheet Engineering grade, border / letters / numeral /arrows, coated with non pealable crystal clear protective transperent coat retaining 100 percent reflection including two angle iron post of size 65 milimetre X 65 milimetre X 6 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in whiteand black bands of 30 centimetre. with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with M-20 cement concrete of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-in- charge, excetra complete. Mild Steel sheet with Engineering grade.

Providing and fixing N.H./ S.H. Route Marker size 60 centimetre X 45 centimetre with one number direction plate of size 30 centimetre X 25 centimetre prepared on 16 gauge mild steel sheet including painting with one coat of zinc cromate stoving primer and two coats each of white and green back ground and back side gray stove enamelled, bonded with cut out of red retro-reflective sheet Engineering grade, border / letters / numerals and arrow, coated with non pealable crystal clear protective transparent coat retaining 100 percent reflection including one number of mild steel angle iron post of size 50 milimetre X 50 milimetre X 5 milimetre of 3.65 metre long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 centimetre. fixing board and post with 4 numbers of high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long including all taxes,conveying, fixing in ground with cement concrete 1:4:8 block of 60 centimetre X 60 centimetre X 75 centimetre size as directed by Engineer-in-charge, excetra complete. Mild Steel Route Marker with Engineering Grade.

White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning scraping, excetra complete.

Providing and casting in situ or precast tapering reinforced cement concrete M-20 Mountable type kerb without gutter (as per Indian Road Congress : 86-1983) embedded 125 milimetre below ground level over M-10 plain cement concrete finished neatly with cement mortar 1:2, setting the same in cement mortar 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineer in-charge. Using concrete batching and mixing plant.

Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 milimetre X 100 milimetre rectangular or 75 milimetre diameter Circular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian Road Congress 79 and the drawings

M/S Shivparvati Construction Sangli (BID ID -6911216)