Vellore District T05 PallikondaPallamaneri Road to Mordhanakm 0/000 to 8/200 TN26160

Amount

IMPROVEMENTS TO THE ROAD FROM T05- PALLIKONDA PALAMANERI ROAD TO MORTHANA ROAD 0/000 - 8/200 TN26-160

Clearing and grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, bushes, shrubs, saplings and trees of girth upto 300mm, 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 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201

Scarifying the existing bituminous road surface to depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as pwr technical specification clause 301.4

Excavation in soil using Hydraulic Excavator and Tippers with disposal upto 1000m. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per Technical Specification Clause 302.3.

Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Filling with cut Earth )

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1

Construction of embankment with approval Materials deposited at site from road way cutting and excavation from drain and foundation of other structures graded and compacted to meat requirement of tables 300.1 and 300.2 asper technical specification clause 301.5 (Gravel Shoulder)

Providing, laying, spreading and compacting stone aggregates to 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 sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Providing and applying Primer Coat with bitumen emulsion (SS –I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85kg/ sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with prime & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of Open Graded Premix Carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion 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 3 wheel 80-100KN static roller capacity, finished to required level and grades, to be followed by seal coat of either Type-A or Type B or Type C as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-A or Type B or Type C as per Technical Specification Clause 510.

C.C.ROAD (DLC) Cement Concrete 1:3:6 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed

C.C. ROAD (PQC) Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

provision of 15 nos rumble strips covered with premix bituminous carpet ,15 -20 mm high at center ,250 mm wide placed at 1m center to -center at approved location to control, marked with white strips of road marking paint .

Providing and fixing name board

Providing and fixing logo of PMGSY Project

Providing and fixing citizen information board of PMGSY Project

Providing and fixing maintainance information board of PMGSY Project

Providing and fixing of Retro reflectorised cautionary ,mandatory signs,with defination Plate made out of high intensity grade Prismatic sheeting conforming to IRC -67:2010 & ASTM D 4956-09 , TyPes IV sPecification and fixing over 1.5 mm thick aluminium sheet fixed on back suPPort frame of 25 mm x25mmx3 mm mild steel angle and suPPorted on the mild steel angle iron 75 mm x75 mm x 6mm firmly fixed to the ground by means ProPerly designed foundation with M 15 grade cement concrete 45 cm x45 cm x60 cm below ground level ect comPlete including 7 years warranty for the retro reflective sheeting as Per clause 6.9 of IRC 67-2010 sPecification ( as Per MORT & sPec. no 801)

90 cm Equilateral trainagle ( cautionary ) sign board

60 cm circular ( mandatory ) sign board

Chevron sign 90 cm

Reflectors

Road marking with hot applied thermoplastic compound with reflectorising glass beard on bituminous surface

Kilometer Stone Reinforced Cement Concrete M15 grade kilometer stone /local stone of standard design as per IRC:8 fixing in position including painting and printing, etc., as per drawing and Technical Specification Clause 1703

(ii) Ordinary Kilometer Stone (Precast)

iii) 200m Stone (pre-cast)(HM stone)

iv ) Guard stone

CONSTRUCTION OF HARDBED @ CH 760

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Cement concrete 1:2.5:5 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Construction of granular sub-base by providing well graded material, spreeding 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 capacity to achieve the desired density, complete as per Technical Specification Clauses 402

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

CONSTRUCTION OF WEARING COAT @ CH 800

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

CONSTRUCTION OF HARDBED @ CH 980

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Cement concrete 1:2.5:5 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Construction of granular sub-base by providing well graded material, spreeding 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 capacity to achieve the desired density, complete as per Technical Specification Clauses 402

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

CONSTRUCTION OF HARDBED @ CH 810

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Cement concrete 1:2.5:5 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Construction of granular sub-base by providing well graded material, spreeding 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 capacity to achieve the desired density, complete as per Technical Specification Clauses 402

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

CONSTRUCTION OF WEARING COAT @ CH 1200

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

CONSTRUCTION OF HARDBED @ CH 3288

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Cement concrete 1:2.5:5 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Construction of granular sub-base by providing well graded material, spreeding 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 capacity to achieve the desired density, complete as per Technical Specification Clauses 402

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

CONSTRUCTION OF WEARING COAT @ CH 5010

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

CONSTRUCTION OF WEARING COAT @ CH 5691

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

CONSTRUCTION OF WEARING COAT @ CH 7100

Construction of un-reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavemnet. 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 form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreeding the concrete with sholves, 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 salbs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause

CONSTRUCTION OF 1.50 M SPAN RCC SLAB CULVERT AT CH.7150 -1 No

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Supply and filling foundation basement with filling sand in layers not more than 15 cm thick well ramed wated and compacted complete complying with standrad specifications.

Cement concrete 1:2.5:5 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.(20mm Metal)

Cement concrete 1:1.5:3 mix using 20mm HBG metal for all RCC item of works excluding cost of Reinforcement and fabricating charges ,centring and shuttering but including curing and shall be finished smooth with cement mortar 1:3,12mm thiock and with kraft paper without claiming extra as directed by the departmental officers complete complying with standrad specifications.

Supplying and fabricating and placing in position MS Steel or Ribbed Tor steel for all Reinforced cement concrete works as per the design given including cost of steel and Binding wire in all floors etc., complete complying with standard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recovered at issue rate).the Binding wire shall supplied by the contractor.

Providing and fixing 20 mm thick compressible fiber board in expansion joint complete as per Drawing and MORD Technical Specification

Providing and fixing THAR paper for baring between bed black and deck slab.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wint wall, return wall with 100 mm dia AC pipes extending throught the full width of the structues with slope of 1 (V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7

Gravel filling between body wall including cost and conveyance of Gravel,labour for filling,watering and compacting etc., complete complying with standrad specificationsand as directed by the departmental officer.

CONSTRUCTION OF RETAINING WALL

Earth work excavation for foundation of structures up to 3 m depth as per drawing and Technical Specification Clause 1104 including setting out, construction of sharing and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Ch.6490 - 6550 (Left side)

Ch.6600 - 6700 (Right side)

Ch.6760-6800 (Left side)

Supply and filling foundation basement with filling sand in layers not more than 15 cm thick well ramed wated and compacted complete complying with standrad specifications.

Ch.6490 - 6550 (Left side)

Ch.6600 - 6700 (Right side)

Ch.6760-6800 (Left side)

Cement concrete 1:2.5:5 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Ch.6490 - 6550 (Left side)

Ch.6600 - 6700 (Right side)

Ch.6760-6800 (Left side)

Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Ch.6490 - 6550 (Left side)

Ch.6600 - 6700 (Right side)

Ch.6760-6800 (Left side)

Cement concrete 1:2:4 mix using HBG metal for Foundation including watering wherever necessary and laid in layers not more than 15 cm thick.,compacting etc., complete complying with standrad specificationsand as directed.

Ch.6490 - 6550 (Left side)

Ch.6600 - 6700 (Right side)

Ch.6760-6800 (Left side)

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wint wall, return wall with 100 mm dia AC pipes extending throught the full width of the structues with slope of 1 (V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614,709,1204.3.7

Ch.6490 - 6550 (Left side)

Ch.6600 - 6700 (Right side)

Ch.6760-6800 (Left side)

Filter media behind abutment wing wall and return wall complete as per drawing and Technical specification

Ch.6490 - 6550 (Left side)

Ch.6600 - 6700 (Right side)

Ch.6760-6800 (Left side)

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 IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m

For the First Year from the date of completion of work

For the Second Year from the date of cpmpletion 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}

Chandran D

Bidder Name

Chandran D

M K CONSTRUCTION