IMPROVEMENT TO TWO LANE WITH PAVED SHOLDER GAGAKHED AKOLI KODRI ANTARVALI ROAD SH-234 KM 10/00 TO 18/00 And 25/00 TO 31/500 TQ.GANGAKHED Dist. Parbhani

Amount

Part A (Work Portion)

ITEM 1: Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any.

ITEM 2: Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.

ITEM 3: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

ITEM 4: Dismantling of Ordinary Km. Stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.

ITEM 5: 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 50m. and spreading for embankment or stacking as directed.

ITEM 6: Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.

ITEM 7: Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed.

ITEM 8: 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 of unsuitable or excess stuff as directed all sorts of soils.

ITEM 9: Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 percent of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.

ITEM 10: Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97 percent of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed.

ITEM 11: Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 percent of standard proctor density etc. complete ( Material obtained from departmental Land)

ITEM 12: Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 percent of standard proctor density etc. complete ( Material obtained from Other sources)

ITEM 13: Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.

ITEM 14: Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material

ITEM 15: Crusher Run Macadam Base -- Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base -- By Mix in Place Method for 45 mm maximum size

ITEM 16: Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30 percent crusher broken metal + 70 percent Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade at 2 Kg/Per Square Meter, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates)

ITEM 17: Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 Per Square Meter. (VG-30 bulk bitumen rates are considered to arrive at rates)

ITEM 18: BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 80/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensor based belt conveyers,automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix plant, Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30 percent of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)

ITEM 19: BITUMINOUS CONCRETE:-- Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder at 5.40 percent by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50 mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc.complete--Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)

ITEM 20: Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate (natural sand/VSI grade finely washed crushed sand) conforming to IS:383,the size of coarse aggregate not exceeding 25 mm, cement content not to be less than 150 kg/cum, 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 etc.complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc.complete.

ITEM 21: Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (natural sand/VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted 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 m X 0.6 m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

ITEM 22: Providing and fixing in position TMT FE 500, 25 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.

ITEM 23: Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.

ITEM 24: Cutting transverse contraction joints 3 to 4 mm wide and depth 60 mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.

ITEM 25: Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS: 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 (appraox. 25 percent larger than the initial 3 m One Metric Tonneo 4 mm. 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.(A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)

ITEM 26: Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.

ITEM 27: Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 2 mm 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 No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting 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.

ITEM 28: Providing and fixing informatory sign boards of size 60 cm x 80 cm made out of 14 guage Aluminum sheet bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in 1:4:8 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting

ITEM 29: Providing and fixing N.H./ S.H. Route Marker size 60 cm x 45 cm with one No. direction plate of size 30 cm x 25 cm prepared on 16 gauge M.S. 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 Nos of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30 cm. fixing board and post with 4 Nos. of high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Route Marker with Engineering Grade

ITEM 31: Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads at 250gm/Per Square Meter. Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be>250 mcd/Per Square Meter/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/Per Square Meter/ lux and Qd of 100 mcd/Per Square Meter/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).

ITEM 32: Providing and Fixing R.C.C. 5th Km. stones, in C.C. 1:4:8 metre stones as per I.R.C. standard including fixing in standard size block including curing, painting lettering etc. complete.

ITEM 33: Providing and Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 metre stones as per I.R.C. standard including fixing in standard size block including curing, painting lettering etc. complete.

ITEM 34: Providing and fixing RCC 200 meter Stone in CC 1:4:8 metre stones as per I.R.C. standard including fixing in standard size block including curing, painting lettering etc.complete.

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

ITEM 36: Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS 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 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm 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 mm and height not less than 30+/- 2 mm) 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 retro-reflectance of the reflecting panel, to the Engineer.

ITEM 37: Providing and Laying of 2 or more sets (6 Nos. each set) Dual Ribs Pattern Rumble Markings on roads with vehicular speeds of more than 50 Km/hr laid as per the spacing recommended for each set under Table 11.1 and Fig. 11.2 of IRC 35:2015 using Plastirib 2K, or equivalent 2 component cold plastic profiled material. Each Dual Rib pattern rumble marking shall have width of 500 mm. Each dual rib pattern rumble marking shall have 2 ribs each of Width of 100 mm and height 20 mm. Gap between two ribs shall be 300 mm. Each rumble marking shall be made complete with drop on Soild Plus reflective glass beads at 300 gm / One Square Metre spread throughout the surface of marking. The finished surface to be levelled, uniform and free from streaks and holes, including surface cleaning and cost of all materials etc. complete.

ITEM 38: Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.

ITEM 39: 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 m. 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 etc. complete. (Lift upto 1.5 m.) By Mechanical Means

ITEM 40: Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete.

ITEM 41: Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)

ITEM 42: Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA

ITEM 43: Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000mm diameter in proper line, level and slope etc. complete.

ITEM 44: Providing and fixing road junction/ information sign boards of size 1.80 x 0.90 Meter Prepared 16 guage Alluminium sheet on frame of size 35 x 35 x 5 mm with cross bracing of size 35 x 35 x 5 mm including bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour background including two angle iron post of size 65 x 65 x 6 mm of 3.65 m. long inflated at bottom drilled on top and painted in whiteand black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm 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 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc.complete. Alluminium sheet Type IV High Intensity Micro-Prismatic Grade Sheeting.

ITEM 45: Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc.complete.(By Mechanical Means) Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 46: Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 47: Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

ITEM 48: Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rate Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 49: Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 50: Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 51: Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 52: Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 53: Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand) Bridge Ch 27/800

ITEM 54: Providing and laying plain in situ/ready mix M-20 cement concrete of trap/ granite/ quartzite/ gneiss/ crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant/pan mixer with fine agreegates of required specifications (VSI sand finely washed etc) (excluding dewatering by pump) for 14 days RCC Grade. With Concrete Mixer Bridge Ch 15/730

Bridge Ch 16/545

ITEM 55: Providing and laying in situ/ready mix M-20 plain cement concrete of trap/granite/ quartzite/gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering (excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer) With fine agreegates of required specifications (VSI sand finely washed etc) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.iii) Height 7.50 to 10 m, 7.50 percent extra. Bridge Ch 15/730

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 56: Providing and laying plain in situ/ready mix M-30 cement concrete of trap/ granite/ quartzite/ gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 57: Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 58: Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 59: Providing and laying in situ/ready mix M-30 cement concrete of trap/granite/quartzite/ gneiss metal for cast in citu R.C.C.solid piers,column etc. including provision of V shaped false joints to form suitable panels on the faces to approve 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 CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50 m rise. Bridge Ch 15/730

Bridge Ch 16/545

ITEM 60: Providing and laying in situ / ready mix controlled M-30 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) Bridge Ch 15/730

ITEM 61: Providing and laying in situ / ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc.complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work of Box returns Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 62: Prividing and fixing pressure relief pipes of 110 mm diametre of PVC as per drawing for R.C.C Raft, galaries returns, abutments, wing wall etc complete. Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 63: Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 64: Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by sandy material) Bridge Ch 15/730

Bridge Ch 16/545

ITEM 65: Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. Bridge Ch 15/730

Bridge Ch 16/545

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 66: Providing and laying in situ / ready mix M-40 cement concrete of trap/ granite/ quartzite/ gniess metal for reinforced cement concrete block below the bearing including necessary scaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 and curing complete (Excluding reinforcement) Using reversible drum type mixer/concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ) Bridge Ch 15/730

ITEM 67: Providing and fixing neoprene bearing as per detailed drawings etc. complete. Bridge Ch 15/730

ITEM 68: Providing and laying in situ/ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant/pan mixer and fine agreegates of required specifications (VSI sand finely washed etc) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 69: Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings and standard specifications etc. complete. Bridge Ch 15/730

ITEM 70: Providing and laying cement concrete wearing coat M30 grade with batch mix type / concrete mixer with SCADA including reinforcement as per drawings and technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc ) Bridge Ch 15/730

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 71: Providing and laying in situ / ready mix M30 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) Bridge Ch 16/545

ITEM 72: Providing and laying in situ / ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant/pan mixer with fine agreegates of required specifications (VSI sand finely washed etc) RCC work of Ballast walls & Kerb Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 73: Providing and laying in situ / ready mix M30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant/pan mixer with fine agreegates of required specifications (VSI sand finely washed etc) RCC work of Ballast walls & Kerb Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 74: Providing vent holes 100mm diameter GI pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 75: Providing railing of mild steel angle post 2.0 m center to center of section 75 mm x 75 mm x 10 mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30 cm including hold fast of 25 mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30 cm x 30 cm x 30 cm with three rows of 40 mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc.complete. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 76: Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc) Bridge Ch 15/730

ITEM 77: Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and technical specifications etc. complete with fine agreegates of required specifications (VSI sand finely washed etc ) Bridge Ch 15/730

ITEM 78: 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 as per drawing and technical specifications etc. complete. Bridge Ch 27/800

ITEM 79: Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 80: Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 81: Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff at 1 KM away from site of the as directed etc. complete. ( By /manaual Means ) Bridge Ch 27/800

ITEM 82: Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 83: Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. Bridge Ch 27/800

ITEM 84: Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. Bridge Ch 27/800

ITEM 85: 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 of unsuitable or excess stuff as directed all sorts of soils. Bridge Ch 15/730

ITEM 86: Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 percent of standard proctor density etc. complete ( Material obtained from Other sources) Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 87: Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage 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 Bridge Ch 15/730

ITEM 88: Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material Bridge Ch 16/545

Bridge Ch 27/800

ITEM 89: 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 Materials to fill up 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) mm Aggregate) Bridge Ch 15/730

ITEM 90: Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc.complete. (By /manaual Means) Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 91: Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 92: Providing dry rubble stone pitching 23 cm (about 9 ) thick including all material, quarry spalls, labour etc. complete. Bridge Ch 15/730

Bridge Ch 16/545

Bridge Ch 27/800

ITEM 93: Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. Bridge Ch 16/545

Bridge Ch 27/800

ITEM 94: Metal Beam Crash Barrier -- Type - B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)"" Bridge Ch 15/730

ITEM 95: Providing and filling sand in foundation trenches / below Raft as per drawing andtechnical specifications etc. complete. (Coarse Sand and Gravel ) Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 96: Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant (pan mixer) with natural /artifical sand) Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 97: 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 etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement).a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 98: Providing and laying in situ / ready mix controlled grade of M25 of trap /granite /quartzite/gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ), excluding reinforcement) Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 99: Providing and laying in situ / ready mix 1:4:8 cement concrete of trap /granite / quartzite/ gneiss metal for haunch filling including compacting, curing, mixing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ) Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 100: Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40Kilogrameach complete as per drawings and Technical specifications etc. complete. (boulder laid without wire crates) Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 101: Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 102: Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900 mm dia and above. etc complete. Box Cell 1 Vent 1.35 x 1.35 Ch 11/785, 16/750, 24/795, 27/380, 28/210, 28/380

Box Cell 1 Vent 2.00 x 1.50 Ch 11/100, 26/580, 26/780

Box Cell 1 Vent 3.00 x 1.50 Ch 27/100

ITEM 103: Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . (For fire protection)

ITEM 104: Alingment & Marking of Pits 1/2 labour for 100 pits (Unskilled labour) as per PWD Minimum wages

ITEM 105: 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 m. 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 etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means

ITEM 106: Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres 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 etc. complete. (Lift upto 1.50 m) By Manual Means

ITEM 107: Good Agricultural Soil :- Supplying on site Good agricultural Soil well free from stones rubbish like dried grass roots and other such materials. The Soil should be fresh from quarry good agricultural soil. Item includes royalty charges, octroi, corporation Tax, Transporting, loading–unloading etc. (Lead charges per 10 km. considered.) Please arrange rate analysis as per PWD.

ITEM 108: Farm Yard Manure :- Supplying on site well decayed, well dried, well powdered, without clods and free from stones, dried grass and other rubbish material. The colour of the manure generally be black. The manure with measured by measuring box. (Farma) Item includes Transporting, loading–unloading etc. (Lead charges per 10 km. are considered.) Please arrange rate analysis as per PWD / Rates to be taken from Pune Municipal Corporation Horticultural CSR

ITEM 109: Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting required for plant species, lawn grass as directed etc. complete. (1/10 of semiskilled labour) Rates to be taken from Pune Municipal Corporation Horticultural CSR

ITEM 110: Filling fresh garden soil / silt & manure in excavated area including lead upto a distance of 50 Mtrs. (1/10 of unskilled labour) Rates to be taken from Pune Municipal Corporation Horticultural CSR

ITEM 111: Supply of plants 2.50 to 3.00 mtr in bag size 18" x 18" a) Vad

b) Peepal

c) Kaduneem

d) Bakul

e) Arjun

f) Bahava

g) Kanchan

h) Karanj

i) Kadamba

ITEM 112: Transportaion of plants from site nursery to planting site including loading, unloading etc. complete for a lead of 10 km.One tractor trolly with one labour required for two hours for 50 nos. Trees average lead of 10 kms. As per Rate Approved PWD SSR 2020-21 dated 01-10-2020, Page No. 476, Sr. No. 23, Chapter Usage Rates of Plant and machinery

ITEM 113: Plantation of plant by excavating the pits 0.30 x 0.30 x 0.30m Unskilled labour as per PWD Minimum wages

ITEM 114: Providing chlorophyrifos/ insecticide to excavated pits 20 ml per plant. As per Market Rate.

ITEM 115: Application of fertilizers 100 gm DAP/ Urea per plant. As per Market Rate.

ITEM 116: Supply of Self watering system tree guard in 110mm dia., 1.80 mt. height made up of cotton canvas cloth on Polymer pipe of 15 litres water storage capacity stand with 2 nos. 40mm dia. treated bamboo of 2 mt ht. tie with tag at two nos. and specially designed expandable rubber seal 110mm dia. outer & 25mm dia. inner dia. installed on bottom of pipe , and 0.60m long HDPE lateral pipe 2 nos. 5mm dia. to carry the water near root zone connected with gromate fix in treeguard and rapping 1.20m long barbed wire to middle of treeguard for protection against cattles and other external factors as per specification. (Cost of Plant & fixing charges will be extra as per approved rates) (Make "RAKSHAK") As per Rate approved by PWD SSR 2022-23 dated 01-10-2020, Page No.78, Sr.No.374,Item No.8.30, Chapter Road Maintenance

ITEM 117: Fixing and Transporting of Self watering system tree guard - Insertion of sapling in self watering tree guard and capping the bottom with expandable rubber seal. Supporting the bamboo with the help of cable tie. Bamboo to be buried 0.15 mt ht. below the bottom of excavated pit. Strengthening the bamboo in pit with adeqaute measures. Circulating the barbed wire around tree guard at middle ht. from bottom and fixing it. The rates excluding the cost of barbed wire, bamboo, expandable seal, tree guard and all other required material. Fixing to be carried out as per manual instruction.As per Rate approved by PWD SSR 2022-23 dated 01-10-2020, Page No. 79 , Sr. No. 375, Item No. 8.31, Chapter Road Maintenance

ITEM 118: Watering to plants at the time of plantation of trees.

Part - B (Royatly & Testing Charges) ITEM 119: Royalty Charges - For All Other Miniral (Road Work & Hp Cluvert)

Royalty Charges - For All Other Miniral (Box Cell Work)

Royalty Charges - For All Other Miniral (Bridge Work)

ITEM 120: Testing Charges, Road Work & CD Work 1) Earth - C.B.R. Test ( Field Determination Test) Excluding Transportation.As per IS 2720 Part XXXI

2) Earth - Liquid limit & plastic Limit.

3) Murum Soft - Liquid limit & plastic Limit.

4) Bitumen - Penetration, Softening Point, Flash & Fire Point, Specific Gravity

5) Crushed Sand - Silt Factor

6) Cement Concrete - Compressive Strength OF C.C. Cube (Set of 3 cubes).

7) Cement Concrete - Concrete Mix Design by Normal Method (With all Tests on basic materials)

8) Cement Concrete (Rigid Pavement) - Compressive Strength OF C.C. Cube (Set of 3 cubes).

9) GSB - Sieve Analysis.

10) WBM Aggregate - Water Absorption, Specific Gravity, Impact Value, Crushing Value.

11) WBM Aggregate - Sieve Analysis.

12) MPM Aggregate - Water Absorption, Specific Gravity, Impact Value, Crushing Value.

13) MPM Aggregate - Sieve Analysis.

14) MPM Aggregate - Flakiness Index & Elongation Index.

15) BM Aggregate - Water Absorption, Specific Gravity, Impact Value, Crushing Value.

16) BM Aggregate - Sieve Analysis.

17) BC Aggregate - Sieve Analysis.

18) BC Aggregate - Compaction Test (Proctor Density).

19) Bituminous Mix - Extraction & Sieve Analysis of Bituminous mix (for BM/DBM/AC) (2 samples of extraction for one sieve analysis including extraction)

20) Bituminous Mix - B. M. Mix Design with all Tests on aggregate (Excluding bitumen) (Testing of Bitumen shall be seperately Charged)

Bridge Work (15/730) 21) Cement - Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness.

22) Cement Concrete - Compressive Strength OF C.C. Cube (Set of 3 cubes).

23) Steel - Upto 16 mm (Set of 3 Bars)

24) Bitumen - Penetration, Softening Point, Flash & Fire Point, Specific Gravity

25) Murum - Sieve Analysis.

26) Stone - Crushing Value/Compressive Strength, Water Absorption & Specific Gravity

27) Cement Concrete - Concrete Mix Design by Normal Method (With all Tests on basic materials)

28) GSB Mix Design

Bridge Work (16/545) 29) Cement Concrete - Compressive Strength OF C.C. Cube (Set of 3 cubes).

30) Steel - Upto 16 mm (Set of 3 Bars)

Bridge Work (27/800) 31) Cement Concrete - Compressive Strength OF C.C. Cube (Set of 3 cubes).

32) Steel - Upto 16 mm (Set of 3 Bars)

33) Cement Concrete - Concrete Mix Design by Normal Method (With all Tests on basic materials)

34) Sand - Crushing Value/Compressive Strength, Water Absorption & Specific Gravity

35) Aggregate - Sieve Analysis.

Box Cell Work ( 6 Nos ) 36) Cement - Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness.

37) Cement Concrete - Compressive Strength OF C.C. Cube (Set of 3 cubes).

38) Steel - Upto 16 mm (Set of 3 Bars)

39) Stone - Crushing Value/Compressive Strength, Water Absorption & Specific Gravity

40) Cement Concrete - Concrete Mix Design by Normal Method (With all Tests on basic materials)

41) Sand - Crushing Value/Compressive Strength, Water Absorption & Specific Gravity

42) Aggregate - Sieve Analysis.

Box Cell Work ( 3 Nos ) 43) Cement - Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness.

44) Cement Concrete - Compressive Strength OF C.C. Cube (Set of 3 cubes).

45) Steel - Upto 16 mm (Set of 3 Bars)

46) Stone - Crushing Value/Compressive Strength, Water Absorption & Specific Gravity

47) Sand - Crushing Value/Compressive Strength, Water Absorption & Specific Gravity

Box Cell Work ( 1 Nos ) 44) Cement Concrete - Compressive Strength OF C.C. Cube (Set of 3 cubes).

PART-II Maintainance of Tree Plantation Three Years Maintainance for Tree Plantation ITEM 121: Maintainance for One Year of Planting of trees by the road side (Avenue trees) includig decayed farm yard/sludge manure, pesticide, watering, casualty replacement etc. complete.(Enclosed Rate Analysis as per Morth Spec.)

ITEM 122: Maintainance for Second Year of Planting of trees by the road side (Avenue trees) includig decayed farm yard/ sludge manure, pesticide, watering, casualty replacement etc.complete.(Enclosed Rate Analysis as per Morth Spec. 10 percent Escalation from first year)

ITEM 123: Maintainance for Third Year of Planting of trees by the road side (Avenue trees) includig decayed farm yard/sludge manure, pesticide, watering, casualty replacementetc. complete. (Enclosed Rate Analysis as per Morth Spec. 10 percent Escalation from first year)

VBA INFRA