Repair and Maintenance of State Highways and Major District Roads of Shahapur Taluka in Thane District for 5 year based on Logterm Outpur and Performance Based Road Assets Maintenance contract model (OPRMC) on Pilot basis.

Repair and Maintenance of State Highways & Major District Roads of Shahapur Taluka in Thane district for 5 years based on Longterm Output & Performance Based Road Assets Maintence contract model (OPRMC) on Pilot basis.

Schedule 1 – Ordinary Maintenance (Lump Sum) Total for 60 months

Schedule 2 – Initial Rectification Works(Lump Sum) – Initial works to bring the road to below the Intervention level (to be executed within first 6 Months)

Schedule 3 – Periodic Maintenance(Lump Sum) – Years 1st, 2nd, 3rd, 4th, 5th (upto 6 months)

Schedule 4 – Minor Improvement Works Unit Item Rates................................................................– Year 1

Description of Work / Item(s)

Amount

SCHEDULE 1 – ORDINARY MAINTENANCE (LUMP SUM)

Ordinary Maintenance(Lumpsum): under following roads(withchainage) :- 1) Road Passing through Shahapur (Old NH 3) MDR - 61 Km 0/00 to 4/900 = 4.90 Km 2) NH3 to Atgoan-Pendharghol- Birwadi MDR-55 Km 0/00 to 5/600= 5.60 Km 3) Apte-Kharid-Kanave-Mugaon-Asnoli-Gegaon Road MDR-85 Km 0/00 to 17/400 =17.40 Km 4) SH 78 to Vihigaon-Dapur-Ajnup- Shirol- to NH3 MDR-51 Km 30/700 to 37/800 = 7.10 Km 5) Vashind internal Road MDR-60 Km 0/00 to 1/837 =1.837 Km 6) Dolkhamb-Sakurli-Gunde Road MDR-59 Km 0/00 to 5/100 =5.10 Km 7) Old NH3 Passing through Kasara Village MDR-53 Km 0/00 to 4/880 =4.88 Km 8) NH3 Ghatandevi-katkarwadi-belampada to SH78 MDR-52 Km 0/00 to 5/600 =5.60 Km 9) SH 50-Vehloli-Dhadhre-Mal-Talegaon road MDR-63 Km 0/00 to 17/500 = 17.50 Km Total Road Lenghth – 69.92 Km The above price is the full remuneration to the Contractor to carryout the services and works required in order to reach and maintainthe service levels described in the Specifications and elsewhere inthe contract. It further includes the activities of the Contractor related to self-control, quality assurance and material testing, hire and operational charges of Petrol Maintenance Unit (PMU) and 5thwheel Bump-integrator. Total Schedule 1 Price Transfer total to Bid summary Schedule Note: 1. Schedule 1 shall include for costs associated with Contract obligations which are not specifically provided for elsewhere, including, but without being limited to; the provision of insurances, Security, implementing Quality Plan requirements, HIV-AIDS Prevention measures, the maintenance and operational costs of PMU all environmental, safety and traffic management requirements, conducting various Inspections , surveys etc. 2. No extra costs shall be paid for change in lane widths due to improvements taken up under this contract/other contracts, as long as such Cumulative changes do not increase the initial bituminous surface area under the contract by more than 10%. 3. The cost difference as per ITB clause 29.5 and 29.6 assessed by the bidder if any is deemed to be included in the quoted Ordinary Maintenance Lump-sum cost

Total Schedule 1 Price Transfer total to Bid summary Schedule Note: 1. Schedule 1 shall include for costs associated with Contract obligations which are not specifically provided for elsewhere, including, but without being limited to; the provision of insurances, Security, implementing Quality Plan requirements, HIV-AIDS Prevention measures, the maintenance and operational costs of PMU all environmental, safety and traffic management requirements, conducting various Inspections , surveys etc. 2. No extra costs shall be paid for change in lane widths due to improvements taken up under this contract/other contracts, as long as such Cumulative changes do not increase the initial bituminous surface area under the contract by more than 10%. 3. The cost difference as per ITB clause 29.5 and 29.6 assessed by the bidder if any is deemed to be included in the quoted Ordinary Maintenance Lump-sum cost

Description of Work / Item(s)

Amount

Schedule 2. INITIAL RECTIFICATION WORKS(Lump Sum) Work and materials shall be in accordance with the MORTH Specification as indicated in Part B (Section V)

Repairs to bituminous carriage way wherever required to bring the specified service level for the damages pot holes , rut, cracks & depressions , delaminating , stripping , edge breaking , dig out etc. and Any additional activity necessary to achieve the service level objective.

Repairs to shoulders /Construction of Earthen shoulderson both sides of the carriageway wherever required to bring the service level (with 3% camber ) i) Earthen Shoulder a) High Shoulder b) Low shoulder ii) Hard Shoulder a) Paved Shoulder/ Granular b) Footpath Quantity = Length of package – Notional Length

Providing Road safety and informatory items complete as per IRC:67/2012 specifications such as a) Providing and Fixing new mandatory, cautionary and informatory Retro Reflectorised signage, ensuring minimum quantity as per Section V, Part D of Technical Specification. b) Maintanace of existing signages ensuring minimum quantity as per Section V, Part D of Technical Specification. c) Fixing new and maintenance of existing KM stones as per MoRTH specificationsensuring minimum quantity as per Section V, Part D of Technical Specification. d) Fixing new and maintenance of existing Guard stones/ Guide post as per MoRTH specificationsensuring minimum quantity as per Section V, Part D of Technical Specification. e) Fixing new and maintenance of existing Object Hazard Marker at the opening ends of culverts and bridges or at any other points, delineators. median markers and bollards (spring post) as required, as per MoRTH specifications ensuring minimum quantity as per Section V, Part D of Technical Specification. f) Providing new and maintenance of existing Rumble strips/ speed breaker or any traffic calming measures on minor/major roads as per MoRTH specifications ensuring minimum quantity as per Section V, Part D of Technical Specification. g)Providing new and maintenance of existing Refroreflectorised strip 15 cm X 15 cm on aluminium sheet based as tree guard, minimum 2 nos. for each trees as per MoRTH specifications ensuring minimum quantity as per Section V, Part D of Technical Specification.

2.6 Providing new and maintenance of existing Road marking as per IRC: 35-2015- a) Hot Applied Thermoplastic compound 2.5mm thick including reflectorising glass beads with ( Clause 803-Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqmarea, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes). i) Centre line, lane line marking as per IRC: 35-2015 or as per existing road markings. ii) Edge line marking for all lanes/ roads as per IRC:35-2015 or as per existing road markings. Ensuring minimum quantity as per Section V, Part D of Technical Specification. b) For Urban roads only: Providing and fixing of reflective pavement markers ( Road studs ) ( Road Markers/Road Stud with micro prismatic Lense Reflector- Providing and fixing of road stud 100x 100 mm, die-cast moulded from ASA (Acrylic streneacrylonitrite) High impact poly styrene or ABS body resistent to minimum support a load of 13635 Kg and Fitted with micro prismatic lenceReflecter installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per MORTH Letter NO. RW/NH/33023/10/97-DO-III dt. 11-06 97) ensuring minimum quantity as per Section V, Part D of Technical Specification.

2.7 Construction of 300 mm Thick PQC M-40 Concrete Road including a)Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed (b)Construction of 150 mm thick layer 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 (c)Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to 100 mm thick wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. d)'Construction of 150 mm thick layer dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( 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 Kilogram/ 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.

e) 'Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete. f) 'Providing and laying 300 mm Thick in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( 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 Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, 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 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. g) '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 h) 'Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and PVC pipe of 40 mm dia 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.

i) '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. j) Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .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.Etc complete.

MDR 85 Km 0/00 to 0/200 Construction of one lane (3.75 m )width 300 mm Thick PQC M-40 concrete Road including all above a to j item

MDR 61 Km 1/930 to 2/900 and MDR 53 Km 1/400 to 2/00 Construction of two lane (7.00m )width 300 mm Thick PQC M-40 concrete Road including all above a to j Item

MDR -52 Km 0/00 to 0/400 Construction of one lane (7.00 m )width 300 mm Thick PQC M-40 concrete Road including only above e to j items

Any additional activities the bidder considers necessary to achieve the service level objective.

Note: 1. As a guide a list of quantities of Initial Rectification Work activities have been provided in Section V, Part D,Clause D2 of the Technical Specification to assist the contractor with the completion of this schedule. The information supplied is indicative and minimum quantities to be executed. It should not be interpreted as the contractual requirement for these activities. The contractor will assess the current road conditions and determine himself what works are needed to meet the timetables for service level compliance. 2. The bidder has to quote his lump sum amount duly assessing the current condition and deterioration module of the road.

Description of Work / Item(s)

Amount

SCHEDULE 3- PERIODIC MAINTENANCE WORK ITEMS(LumpSum)-Years 1 to 4.5 Work and materials shall be in accordance with the MORTH Specifications Drscribed in Section V Part B clause in B4

Providing Periodical maintenance to Single and Intermediate lanes including profile correction with the following items of work to obtain the required service level. (a) Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 Kilogram/10 Square Metre.(VG-30 bulk bitumen rates are considered to arrive at rates) (b) Providing and laying of Average 50milimetre thick Bitumious Macadam with hot mix plant producing an average output of 37.5 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-4 of MoRT&H specification 504 (4th Revision) premixed with Bitumen of 60/70 grade @ 3.3% by weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of seigniorage charges on all materials etc., complete and as per MoRTH specification No. 504(4th Revision) .(with all Lift and Lead)

Providing Periodical maintenance to Single and Intermediate lanes including profile correction with the following items of work to obtain the required service level. (a) Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 Kilogram/10 Square Metre.(VG-30 bulk bitumen rates are considered to arrive at rates) (b) Providing and laying of Average 50milimetre thick Bitumious Macadam with hot mix plant producing an average output of 37.5 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-4 of MoRT&H specification 504 (4th Revision) premixed with Bitumen of 60/70 grade @ 3.3% by weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of seigniorage charges on all materials etc., complete and as per MoRTH specification No. 504(4th Revision) .(with all Lift and Lead) (c) Providing and constructing 50 milimetre thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.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). in stretches

Single lane year wise ( Carriage way width < 3.75m) Rate shall be quoted assuming per kilometre carpet area as 3750 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre.)-(30 mm thick BC) including item a to g

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year(First 6 months)

Intermediate lane year wise (Carriage way width > 3.75 and < 7.0 m). Rate shall be quoted assuming per kilometre carpet area as 5500 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre.) Including item a to g

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year(First 6 months)

Providing 30 mm thick BC for Periodical maintenance to Double and Multi lanes including profile correction (Carriage width ≥ 7.0 m) with the following items of work to obtain the required service level. (a) Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 Kilogram/10 Square Metre.(VG-30 bulk bitumen rates are considered to arrive at rates) (b) Providing and laying of Average 50milimetre thick Bitumious Macadam with hot mix plant producing an average output of 37.5 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-4 of MoRT&H specification 504 (4th Revision) premixed with Bitumen of 60/70 grade @ 3.3% by weight of total mixture, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including cost of seigniorage charges on all materials etc., complete and as per MoRTH specification No. 504(4th Revision) .(with all Lift and Lead) (c) Providing and constructing 50 milimetre. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.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). as per requirement in stretches in required stretches

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

Double lane year wise - Rate shall be quoted assuming per kilometre carpet area as 7000 m2. Payment shall be proportionately increased or decreased as per the actual area of the kilometre.) including item a to g

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year(First 6 months)

Multiple Lanes (10 mtr width) including item a to g

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year(First 6 months)

Note: 1. As a guide a list of quantities of Initial Rectification Work activities have been provided in Section V, Part D,Clause D2 of the Technical Specification to assist the contractor with the completion of this schedule. The information supplied is indicative and minimum quantities to be executed. It should not be interpreted as the contractual requirement for these activities. The contractor will assess the current road conditions and determine himself what works are needed to meet the timetables for service level compliance. 2. The bidder has to quote his lump sum amount duly assessing the current condition and deterioration module of the road.

Description of Work / Item(s)

Amount

Schedule 4. MINOR IMPROVEMENT WORKS (Reconstruction of CD works & Slab Drains)

Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia and above. etc complete.

Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts et

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

Excavation for foundation in hard rock by chiseling and wedging including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed etc

Providing and laying Cast in situ/Ready Mix cement concrete of M15 of trap/ granite/quartzite/gneiss metal in foundation including necessary formwork, compacting, curing etc. complete with reversible drum type mixer with Scada with the crusher sand.

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

Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope etc. complete.

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

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 mm) Aggregate)

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 Kilogram/10 Square Metre.(VG-30 bulk bitumen rates are considered to arrive at rates)

BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the

BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% 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 50mm 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)

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 % of standard proctor density etc. complete ( Material obtained from Other sources)

Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete

Providing and filling annular space around footing in rock by using concrete of M15 grade etc. complete

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

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 (Natural sand / VSI sand finely washed etc )

Providing and laying in situ / ready mix M-20 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.

Providing tar paper bearing including laying in proper position etc. complete

Providing weep holes in Brick masonry /Plain /Reinforced concrete abutment, wing wall / return wall with 100mm dia UPVC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing face. Complete as per drawing and Technical specifications.Spec. No.: MORT & H -2700 & 2200

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 (Natural sand / VSI sand finely washed etc )

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 Natural / VSI standard Artificial Sand)

Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete

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.metal,and 11.20cm.thick layor of 40mm size metal with blindage of hard murum for rubble soling & over size, soft murum for size metal layor,consolidation 15 cm to 23 cm soling, consolidation of 80 mm to 100mm, 100mm to 150mm over size metal in two layers and consolidation of 40mm size metal layers in single layer with watering etc. complete.(including lead of 50 mt)

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 3.00 BHP pump etc. complete

Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete.

Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)

Note: Technical Specification for the above items are covered in section V of the Technical Specification

SAI SIDDHANATH CONSTRUCTION

Shiv Sai Construction

jijau constructions Road Builder Private Limited

Shiv Sai Construction

SAI SIDDHANATH CONSTRUCTION

Shiv Sai Construction

SAI SIDDHANATH CONSTRUCTION

Shiv Sai Construction

SAI SIDDHANATH CONSTRUCTION

Shiv Sai Construction