Improvement to Mokhada Kasara Dolkhamb Tokawade road SH-78 Km 50/000 to 56/000 in Taluka-Shahapur, District-Thane. (Under 5054 Road and Bridge 03)

Amount

Item No.1 Cutting down trees including trunks and branches with girths above 30 Centimetre to 60 Centimetre and stacking the materials neatly with all lifts and lead of 1000 metre as directed and earth filling in the depression / pit if any.

Item No. 2 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 millimetre 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 150millimetre in thickness.

Item No. 3 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 No. 4 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 50metre. and spreading for embankment or stacking as directed.

Item No. 5 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 No. 6 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 No. 7 Excavation for roadway in hard rock by wedging and chiselling or line drilling 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 No. 8 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50metre including all lifts, laying in layers of 20 centimetre. to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and 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 No. 9 Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.

Item No. 10 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 No. 11 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 No. 12 Supplying hard murum/ kankar at the road site, including conveying and stacking complete.

Item No 13: Spreading hard murum/ soft murrum/ gravel or kankar for side width complete

Item No. 14: Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.

Item No. 15: Credit for hard rock

Item No. 16: 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) millimetre Aggregate)

Item No. 17: 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 II(Using Screening Type B (11.2 millimetre) Aggregate)

Item No. 18: Providing and constructing 50 millimetre. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40millimetre. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 Kilogram/sqm, spreading 12millimetre.size chips compacting with 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 No. 19: Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry Bituminous surface 3 kilogram/10 Square Metre. (Viscocity Grade-30 bulk bitumen rates are considered to arrive at rates)

Item No. 20: 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 millimetre compacted thickness with drum mix type hot mix plant with SCADA-Supervisory Control And Data Acquisition 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 Programillimetreable Logic Controllers for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates)

Item No. 21: BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder at the rate 5.40 percent by weight of total mix and filler, transported at site with Vessel traffic system, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50 millimetre compacted thickness with drum mix plant with SCADA-Supervisory Control And Data Acquisition, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates)

Item No. 22: BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder at the rate 5.40 percent by weight of total mix and filler, transported at site with Vessel traffic system, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50 millimetre compacted thickness with drum mix plant with SCADA-Supervisory Control And Data Acquisition, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (Viscocity Grade-30 bulk bitumen rates are considered to arrive at rates)

Item No. 23: Cleaning the site as before measurement of work and after complition of work

Item No. 24: Marking centre line of bridge aaproches and various other componen structure

Item No. 25: 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 ) a) Upto 1.50m lift Normal Rate

Item No. 26: 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 b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%

Item No. 27: Excavation for foundation in hard rock by chiseling and wedging or line drilling including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.a) Up to 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30%

Item No. 28: 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. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%

Item No. 29: 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. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%

Item No. 30: 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 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Item No. 31: Providing and laying in situ / ready mix / ready mix Mix 15 cement concrete of trap/ granite /quartzite /gneiss metal for the bottom plugs of wells in the dry condition including compaction and curing wherever necessary etc. complete. (with fully automatic micro processor based programillimetreable logic controller with SCADA-Supervisory Control And Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed etc )

Item No. 32: Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, laying/ pumping, compacting, finishing and curing etc. with fully automatic micro processor based Programillimetreable Logic Controllers with SCADA-Supervisory Control And Data Acquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) complete.(Excluding steel reinforcement)

Item No. 33: Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete.

Item No. 34: Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete.

Item No. 35: 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.

Item No. 36: 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.

Item No. 38: Providing and laying in situ / ready mix M-30 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 metre in followinh manners (a) Height upto 5 metre. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 metre, normal rate. ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate. iii) Height 7.50 to 10 metre, 7.50 percent extra. iv) Over 10 metre Height, add 10 percent extra for every 2.50 metre rise.

Item No. 39: Providing and laying in situ / ready mix M-30 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 metre in followinh manners(a) Height upto 5 metre. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc )i) Height up to 5 metre, normal rate.ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate.iii) Height 7.50 to 10 metre, 7.50 percent extra.iv) Over 10 metre Height, add 10 percent extra for every 2.50 metre rise.

Item No. 40: Providing and laying in situ / ready mix controlled M-35 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 ).

Item No. 41: Providing and laying in situ / ready mix M-35 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)

Item No. 42: Providing tar paper bearing including laying in proper position etc. complete.

Item No. 43: Providing and cutting bending, hooking, laying in position and tying HCRM/ CRS for reinforcement as per detailed drawings for R.C.C. work Note : Where item no 34(c) considered in estimate, Anti Corrosive Treatment Shall not be considered additionaly. HCRM : High Corrosion Resistance Marine. CRS : Corrosion Resistance Steel.

Item No. 44: Providing & Supplying corrosion inhibiting admixture in concrete to protect steel bars for all concrete in every part Polyalk CP 293 of approved make & approved by Engineer in charge migrating, non-nitrite based corrosion inhibiting admixture shall be added at a dose of 3 Kilograms per cum of concrete. The admixture should protect both cathodic and anodic sites and have been accredited by Indian Roads Congress, recomillimetreended for use by Ministry of Road Transport & Highways and should have a 4 year track record of use in both the Gulf Region and India. Admixture should have evaluated test reports demonstrating a corrosion rate of zero coulombs after 9 test cycles as per ASTM G 109 when tested from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of Technology ranking of research institutions. PH of admixture should be alkaline in nature, specific gravity of 0.99 – 1.1, colour : brownish. The contractor must intimate the engineer in charge prior to addition in concrete for recording. If the admixture is put in the concrete mix at the batching plant, a written record of the amount of admixture used shall be supplied to the engineer. The engineer must ensure that the specified dosage of admixture is added in the concrete mix. (Material Cost Analysis only)

Item No. 45: Providing and laying in situ / ready mix Mix-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforcement Cement Concrete work in solid/ deck slab etc. including ramillimetreing, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based Programillimetreable Logic Controllers with SCADA-Supervisory Control And Data Acquisition-Supervisory Control And Data Acquisition enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed etc ) i) Height up to 5 metre, normal rate. ii) Height 5 to 7.50 metre, add 5 percent extra over basic rate. iii) Height 7.50 to 10 metre, 7.50 percent extra. iv) Over 10 metre Height, add 10 percent extra for every 2.50metre rise.

Item No. 46: Providing expansion joints with 25millimetre thick bituminous pad as per detailed drawings etc. complete.

Item No. 47: Providing and laying in situ / ready mix M 30 Reinforcement Cement Concrete of trap/ granite/ quartzite/ gneiss metal for Reinforcement Cement Concrete 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 Programillimetreable Logic Controllers with SCADA-Supervisory Control And Data Acquisition-Supervisory Control And Data Acquisition enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed etc ) Reinforcement Cement Concrete work of Box Cell

Item No. 48: DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen at the rate 4.50 per cent by weight of total mix and filler, transported to site with Vessel traffic system , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 millimetre compacted thickness .USING Batch mix type hot mix plant with SCADA-Supervisory Control And Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler.(Viscocity Grade-30 bulk bitumen rates are considered to arrive at rates)

Item No. 50: Construction of precast Reinforcement Cement Concrete railing of M30 Grade, aggregate size not exceeding 12 millimetre, true to line and grade, tolerance of vertical Reinforcement Cement Concrete post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 millimetre, leaving adequate space between vertical post for expansion as per approved drawings and technical specifications etc. complete.

Item No. 51: 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.

Item No. 52: Providing and laying weep holes of 100 millimetre diameter Poly Vinyl Chloride pipes as per drawing for abutment returns, return walls etc. Complete.

Item No. 53: 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 millimetre 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.

Item No. 54: 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 millimetre 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.

Item No. 55: Providing and applying Elastomeric, Anti carbonation, Anti corrosive, UV resistant, Solvent based Pure Aliphatic Acrylate System- MONOPOL 456 on the exterior faces of Buildings Protection against ION penetration, carbonation,UV radiations and wethering effect conforming to ASTM D 4541-02 having Electrochemical impedance of 107 Ω and achieving dry film thickness of minimum 200 microns in a primer coat followed by two top coats using brush or spray after complete cleaning & removal of oil, grease or loose particles from the surface etc. complete.

Item No. 56: Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)

Item No. 58: Royalty Charges-MURUM, RUBBLE- as per revenue and forest departments gazette No.146 Date.04 June 2021, as per Instruction in State Schedule Rates 2022-2023, Section A-General notes-V, Page No. 3 for the year 2022-23 for Items of lime, stone, lime shell, stones, rubble, stone dust, shingles, graval, murum, kankar and ordinary clay, ordinary earth (to be used for embankment and filling) slate and shell etc.

Item No. 59: Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate

Item No. 60: Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. a) Upto 1.50m lift Normal Rate b) 1.50m to 3.00m lift, Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%

Item No. 61: Excavation for foundation in hard rock by controlled blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30%

Item No. 62: 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 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) tem No. 63: For Abutment

Item No. 64: For Pier

Item No. 65: For Return

Item No. 66: Providing and fixing 25millimetre diameter steel anchor dowel in hard rock including drilling hole of 32 millimetre diameter up to 0.75 mtrs depth, placing the dowel in position and effectively grouting the hole with CM 1:1 proportion etc. complete.

Item No. 67: 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 Programillimetreable Logic Controllers with SCADA-Supervisory Control And Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)

Item No. 68: Providing and laying in situ / ready mix Mix-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 Cement Mortar 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 metre in following manners(a) Height upto 5 Metre. (With Concrete Mixer)With fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed etc )i) Height up to 5 metre normal rate. Item No. 69: A) Upto 5.00 Mtr

Item No. 70: B) For 5.00 Mtr to 7 Mtr

Item No. 71: B) For 7.50 Mtr to 10.00 Mtr

Item No. 72: Providing and laying in situ / ready mix controlled M-20 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 )

Item No. 73: Providing and laying cement concrete wearing coat M30 grade with batch mix type / concrete mixer with SCADA-Supervisory Control And Data Acquisition-Supervisory Control And Data Acquisition including reinforcement as per drawings and technical specifications etc. complete with fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed etc )

Item No. 74: Providing and laying in situ / ready mix Mix 20 Reinforcement Cement Concrete of trap/ granite/ quartzite/ gneiss metal for Reinforcement Cement Concrete 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 Programillimetreable Logic Controllers with SCADA-Supervisory Control And Data Acquisition-Supervisory Control And Data Acquisition enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed etc ) Reinforcement Cement Concrete work of Ballast walls & Kerb

Item No. 75: Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanically Treated FE 500 steel bars for reinforcement for all Reinforcement Cement Concrete works as per detailed drawings etc. complete.

Item No. 76: Providing railing of mild steel angle post 2.0m center to center of section 75millimetre x 75millimetre x 10millimetre or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25millimetre diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40millimetre 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.

Item No. 78: Providing 100millimetre diameter GI water spouts as per detailed drawings in Reinforcement Cement Concrete slab and wearing surface / kerb etc. complete.

Item No. 79: Providing and applying epoxy paint primer with middle coat and top coat to superstructure including scaffolding etc complete.

Item No. 80: Providing and fixing 90 cm x 60 cm Granite plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete

Item No. 81: Providing & laying in situ cement concrete of Mix 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer with SCADA-Supervisory Control And Data Acquisition.With crushed sand .

Item No. 82: Providing cast in situ / ready mix Mix 20 grade cement concrete for head walls of Cross Drainage 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-Supervisory Control And Data Acquisition-Supervisory Control And Data Acquisition

Item No. 83: Supply factory made precast product of size of box culvert 1200 x1400 millimetre including all material labour required machinary for lifiting and placing in position with labour & product should be confirming to japaneses industrial stad. & meeting Indian Standard requirement ...etc complete

Item No. 84: Providing and laying in situ / ready mix Mix-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 Cement Mortar 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 metre in following manners (a) Height upto 5 Metre. (With Concrete Mixer)With fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed etc ) i) Height up to 5 metre normal rate.

Item No. 85: Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)

Item No. 86: Providing and laying in situ / ready mix controlled grade of Mix 25 of trap /granite /quartzite /gneiss metal for Reinforcement Cement Concrete 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 Programillimetreable Logic Controllers with SCADA-Supervisory Control And Data Acquisition- Supervisory Control And Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( Vertical Shaft Impact sand finely washed etc ), excluding reinforcement)

Item No. 87: Providing and laying in situ / ready mix M-25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for Reinforcement Cement Concrete work in solid/ deck slab etc. including ramillimetreing, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based Programillimetreable Logic Controllers with SCADA-Supervisory Control And Data Acquisition enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( Vertical Shaft Impact 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.

Item No. 88: Providing fine cement finish 1.5 millimetre thick over green plaster surface including scaffolding curing etc. complete.

Item No. 89: Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8millimetre, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro- reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

Item No. 90: Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600millimetre diametre made out of 1.50 millimetre 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 Indian Road Congress :67-2012 Table No 8.3 Supported with back support frame 25millimetre x 25millimetre x 3millimetre, duly painted on back side with grey stove enamel paint and supported on one no. of Mild Steel angle iron post of size 65 millimetre X 65 millimetre X 6 millimetre, 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 Mix 25 grade concrete block of size 60 centimetre X 60centimetre X 75centimetre 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 riginal should be submitted to the Engineer in charge by the contractor/supplier.

Item No. 91: Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 millimetre made out of 1.5 millimetre 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 Indian Road Congres :67-2012 Table Number 8.3 Supported with back support frame 25millimetre x 25millimetre x 3millimetre, duly painted on back side with grey stove enamel paint and supported on one no. of Mild Steel angle iron post of size 65 millimetre X 65 millimetre X 6 millimetre, 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 Mix 25 grade concrete block of size 60 centimetre X 60centimetr X 75centimetrincluding 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.

Item No. 92: Road Delineators: 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 cm wide strips, fitted with 80x100millimetre rectangular or 75millimetre diametre Circular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian Road Congress. 79 and the drawings

Item No. 93: Providing and fixing Reinforcement Cement Concrete 200metre stones as per Indian Road Congress standard including fixing in standard size in Cement Concrete 1:4:8 block including curing, painting lettering etc. complete

Item No. 94: Providing and fixing ordinary Kilometre stones as perIndian Road Congressstandard including fixing in standard size in Cement Concrete 1:4:8 block including curing, painting lettering etc. complete

Item No. 95: Providing and fixing 5TH Kilometre stones as perIndian Road Congressstandard including fixing in standard size in Cement Concrete 1:4:8 block including curing, painting lettering etc. complete

Item No. 96: Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 millimetre thick including reflectorizing glass beads at the rate 250 grams per square metre area, thickness of 2.5 millimetre 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.

Item No. 98: Royalty Charges-MURUM, RUBBLE- as per revenue and forest departments gazette No.146 Date.04 June 2021, as per Instruction in State Schedule Rates 2022-2023, Section A-General notes-V, Page No. 3 for the year 2022-23 for Items of lime, stone, lime shell, stones, rubble, stone dust, shingles, graval, murum, kankar and ordinary clay, ordinary earth (to be used for embankment and filling) slate and shell etc.

Item No. 99: Laboratory testing charges required for material testing on the basis of testing frequency on the basis of testing frequency and charges fixed by vigilance and quality control circle, for the current year 2022-2023 as per State Schedule Rates 2022-2023. CRUSH METAL- Water Absorption, Specific gravity, Impact Value, crushing value

CRUSH METAL- Sieve analysis

CRUSH METAL-Flakiness Index & Elongation Index

BITUMEN- Penetration, Softening point, Flash & Fire point , Specific Gravity

BITUMEN- Ductulity / Elastic Recovery

BITUMEN-Viscocity

MURUM -Sieve Analysis

MURUM -Liquid Limit & Plastic Limit

MURUM -Compaction

BITUMINOUS MACADAM -Extraction & Sieve analysis of Bitumen Mix

BITUMINIOUS CONCRETE -Extraction & Sieve analysis of Bitumen Mix

JOB MIX DESIGN- Bitumen Macadam Mix Design with all Tests on aggregate

JOB MIX DESIGN- Bituminous Concrete Mix Design with all Tests on aggregate

CEMENT - Standard Consistency Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness

SAND- Fineness Modulus ( Sieve Analysis ),Silt & Clay Content '

CEMENT CONCRETE - Compressive Strength OF C.C. Cube(Set of 3 cubes).

CEMENT CONCRETE - Compressive Strength OF C.C. Cube(Set of 3 cubes).

CEMENT CONCRETE-M-30 -MIX DESIGN (With all test on basis material)

TMT STEEL-Up to 16 mm (Set of 3 Bars)

TMT STEEL-Above 16 mm (Set of 3 Bars)

SAI SIDDHANATH CONSTRUCTION

Shiv Sai Construction