Strengthening Up gradation of 1 Road work under Pradhan Mantri Gram Sadak Yojana III 2021-22 Batch I and Maintenance for Five years of Package NoTN06 30 in Melpuram Block

Amount

MRL18-manjalumoodu mukkotukal keelamancode Kanchankalai Ambalakalai Ambalakalai Ayavilai Road

Clearing and Grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)

Scarifying the Existing Bituminous road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Construction of Embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Gravel Shoulder)

Construction of Gravel/Soil-aggregate base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 401 Grading III (GSB)

Providing 75mm consolidated thickness WBM for bottom layer using 1 cum of grade II metal of 5% of 75mm, 45%of 63mm, 42.5% of 53mm and 5% of 45mm ,2.5% of 22.4mm IRC size HBG metal 0.24 cum of gravel whose PI values is less than '6' for blindage and filler for 10 sqm. area (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% respectively) including cost and conveyance of all materials from approved quarries to road side and stacking of materials to departmental standard metic gauge for pre - measurements including labour for laying,spreading new metal, hand packing to camber gravel blinding, watering with all leads of good water even if the season is worst drought forming edge bunds and consolidation by 8 to 10 tone power roller and finishing to the total thickness with lines grades and cross sections as specified in the departmental specifications including hire charges for all T&P fuel cost and other running charges for power roller and other tools and plants employed and all other incidental charges etc., complete. SSRB 203-05,203-03,502 MOST 401,402

Providing 75mm consolidated thickness WBM for top layer using 1 cum of grade III metal of 2.5% of 63mm, 20%of 53 mm, 72.5% of 45mm and 2.5% of 22.4mm ,2.5% of 11.2mm IRC size HBG metal 0.24 cum of gravel whose PI values is less than '6' for blindage and filler for 10 sqm. area (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) including cost and conveyeance of all materials from approved quarries to road side and stacking of materials to departmental standard metic gauge for pre - measurements including labour for laying,spreading new metal,hand packing to camber gravel blinding, watering with all leads fro good water even if the season is worst drought forming edge bunds and consolidation by 8 to 10 tone power roller and finishing to the total thickness with lines grades and cross sections as specified in the departmental specifications including hire charges for all T&P fuel cost and other running charges for power roller and other tools and plants employed and all other incidental charges etc., complete. SSRB 203-05,203-03,502 MOST 401,402.

Supplying, testing and installation of 100 cm wide coir geotextiles (H2M6) 400 gm/sqm with mesh or net size of 20x20 mm.Coir should be laid with overlaps of 100 mm transversally and 300 mm longitudinally suitably stitched and duly secured to sub-grade by round head country nail of 150 mm length or bamboo/timber pegs at an interval of 750 mm as per direction of the Engineer-in-Charge. The rate is inclusive of all Govt. taxes, duties, cess as leviable but excluding transportation charges from a reputed coir Mill to the work site loading & unloading for storage of the material. (Payment of this item will be made on the basis of finished area of coir (no separate payment to be made for overlap area)

Providing and applying Prime Coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity

Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (ii)

Providing, laying and rolling of Open-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509

Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. (ii) Bitumen (S-65)

CC Road

Cement concrete 1 : 2.5 : 5 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (DRY LEAN CONCRETE)

Core Wall @ Ch. 4945 - 5000

Core Wall @ Ch. 5000 - 5063

Core Wall @ Ch. 5122 - 5281

Core Wall @ Ch. 5340 - 5400

Core Wall @ Ch. 5520 - 5550

Core Wall @ Ch. 5620 - 5755

Core Wall @ Ch. 5870 - 5925

Core Wall @ Ch. 6110 - 6145

Core Wall @ Ch. 6590 - 6645

Core Wall @ Ch. 6700 - 6745

Core Wall @ Ch. 6945 - 7000

Core Wall @ Ch. 7000 - 7045

Core Wall @ Ch. 7115 - 7235

Core Wall @ Ch. 7365 - 7525

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(PQC)

Core Wall @ Ch. 4945 - 5000

Core Wall @ Ch. 5000 - 5063

Core Wall @ Ch. 5122 - 5281

Core Wall @ Ch. 5340 - 5400

Core Wall @ Ch. 5520 - 5550

Core Wall @ Ch. 5620 - 5755

Core Wall @ Ch. 5870 - 5925

Core Wall @ Ch. 6110 - 6145

Core Wall @ Ch. 6590 - 6645

Core Wall @ Ch. 6700 - 6745

Core Wall @ Ch. 6945 - 7000

Core Wall @ Ch. 7000 - 7045

Core Wall @ Ch. 7115 - 7235

Core Wall @ Ch. 7365 - 7525

Provision of Rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.

Construction of Wearing Coat with the length of 120 45 at ch 5400 6065

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Removal of Exist.CC @ Ch. 5400

Removal of Exist.CC @ Ch. 6065

Removal of Exist.CC @ Ch. 6645

Removal of Exist.CC @ Ch. 6745

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Wearing Coat CC @ Ch. 5400

Wearing Coat.CC @ Ch. 6065

Wearing Coat.CC @ Ch. 6645

Wearing Coat.CC @ Ch. 6745

Side Drain

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Side drains@ Km.7865 - 7932

Cement concrete 1:2.5:5 mix using 40mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete not more than 15cm thick compacting etc, including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges

Side drains@ Km.7865 - 7932

Cement Concrete 1:2:4 one cement, two Crusser Stone sand and four hard broken stone) using 20mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980 for For Footings as 4% Rate for Centering Works

Side drains@ Km.7865 - 7932

Vibrated Reinforced cement concrete M25 ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing, transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for COVER SLAB

Side drains@ Km.7865 - 7932

Supply and fabrication of S-415 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, S-415 grade

Side drains@ Km.7865 - 7932

Protective work

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Protective works@ Ch.7000 - 7020 RHS

Protective works@ Ch.7290 - 7339 RHS

Protective works@ Ch.7505 - 7540 RHS

Cement concrete 1:2.5:5 mix using 40mm I SS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the Departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from Departmental section stores to the actual workspot and handling charges at each and including cost of form work mixing concrete laying compacting and watering curing concrete not more than 15cm thick compacting etc, including all leads for good soft, potable water, hire and fuel charges for all tools and plants and all other incidental charges

Protective works@ Ch.7000 - 7020 RHS

Protective works@ Ch.7290 - 7339 RHS

Protective works@ Ch.7505 - 7540 RHS

Cement Concrete 1:2:4 one cement, two Crusser Stone sand and four hard broken stone) using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980 for For Footings as 4% Rate for Centering Works

Protective works@ Ch.7000 - 7020 RHS

Protective works@ Ch.7290 - 7339 RHS

Protective works@ Ch.7505 - 7540 RHS

Cement Concrete 1:2:4 one cement, two Crusser Stone sand and four hard broken stone) using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980 for For Sub - Structure as 10% Rate for Centering Works

Protective works@ Ch.7000 - 7020 RHS

Protective works@ Ch.7290 - 7339 RHS

Protective works@ Ch.7505 - 7540 RHS

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, RETURN WALL, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

Protective works@ Ch.7000 - 7020 RHS

Protective works@ Ch.7290 - 7339 RHS

Protective works@ Ch.7505 - 7540 RHS

Fabrication and Supply of Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete

Providing and Fixing of PMGSY Project Board

Provision for Sign Board (1 curve =2Nos)

Provision for Chevron Sign Octogan Board (90cm)

Provision for Mandatory Sign Board

Provision for Reflector

Provision for Citizen Board

Provision for MaintanenceBoard

Provision for KM Stone

Provision for HM Stone

Towards the charges for routline maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the epartmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

PREM KUMAR D