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| 1 | Clearing scrub jungle with uprooting down stream side, upstream side & approach road side and disposing of the same as directed by the Engineer in charge of the works as per technical specification. |
| 2 | Cutting and removal of vegetative debris on the approach to wier and disposed away from the site as per the directed by the Engineer in charge of the works as per technical specification including cost of labour, hire charges etc,. complete. |
| 3 | Clearing of chocked culverts across the existing road at different chainage including upstream side,barral portion, down stream side , cleaning , disposal of debris away from site ,all lead,lift etc complete. |
| 4 | Earth work excavation in hard stiff clay, stiff black cotton, hard red earth, shale, murram gravel, stoney earth & earth mixed with small size boulders and hard gravelly soil and depositing the earth in the places shown by the Engineer with initial lead of 10 M and initial lift of 2 m etc., complete,for culvert and retaining wall at approach road complying with standard specifications. |
| 5 | Refilling with earth including cost of all materials, labour, lead, lift etc., complete for building basement as per specification and as directed by the Engineer at site. |
| 6 | Providing and placing in position M10 grade (one cement, three sand, and six part of aggregate ) for culvert , retaining wall on the approach road and up stream side pitching using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm and down graded to I.S specified grading and mixing the ingredients in approved mixer including placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete as per the direction of the Engineer and complying with standard specifications. |
| 7 | Providing and placing in position M15 grade using broken hard granite coarse aggregate size of 20 mm and down graded for steps and name board post including, Shuttering Charges, placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete as per the direction of the Engineer and complying with standard specifications. |
| 8 | Providing and placing in position M15 grade using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm & 20 mm and down graded to I.S specified grading and mixing the ingredients in approved mixer including shuttering charges,placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc.,complete for protection wall on the approach road as per the direction of the Engineer and complying with standard specifications. |
| 9 | Filling the HBG 10mm to 40mm machine crushed metal for filling the filter material for Earth slip protection wall including cost of all materials transportation, consoliation, lead, lift, etc complete. |
| 10 | Providing and placing in position M20 grade for Protection wall & Column, Plinth beam, Lintel, sunshade, Beam, Roof slab, Precast slab for Guard room and control room using broken hard granite coarse aggregate (well graded) of nominal maximum size of 20mm downgraded to I.S specified grading and mixing the ingredients in approved mixer including placing in layers and vibrating, curing, finishing the surface with all leads and lifts, labour etc., complete but excluding cost of steel reinforcement as per the direction of the Engineer and complying with standard specifications. |
| 11 | Supplying, fabricating and placing in position of RTS rods of required size for all reinforced cement concrete works including cost of binding wire, steel rods, conveyance charges, cutting, bending, tying with all lead, lift and labour charges etc., complete, complying with standard specifications and as directed by the Engineer at site. |
| 12 | Plastering with cm 1:3, 12 mm thick for steps on upstream and down stream side on both flanks including cost of materials, labour, lead,lift, curing, etc complete |
| 13 | Painting with two coats of EPOXY coal tar over priming one coat of red oxide Zinc Phosphate of approved colour and quality after throughly cleaning,scraping,and removing the old paint in the existing surface of the spill way gates and as per the instruction of the Engineer at site, including cost of materials, lead, lift etc., complete. |
| 14 | Colour washing using exterior emulsion two coats over one coat of Primer to the dam parapet wall including cost of all materials, labour. T & P etc complete. |
| 15 | Painting with two coats of EPOXY Zing rich Aluminum paint over one coat Red oxide paint after throughly cleaning the surface of hand rails at dam top , gate and fencing post completely as per the instruction of Engineer at site including cost of materials, lead, lift etc ,complete. |
| 16 | Painting two coats of approved quality of enamel paint and colour over one coat of primer for new steel/ iron works & etc., including cost of all materials, labour, lead, lift etc. complete |
| 17 | Design,supply and fixing of Ornamental Aluminium letter of 300mm x 300 mm in the name board including cost of all materials , labour charges, lead lift etc., complete as per specification and as directed the engineer incharge at site. |
| 18 | Supply , fabrication of structural steel for Trash rack, Name board and Handrails including cost of all materials , labour charges lead lift etc., complete |
| 19 | Supplying and fixing of 75 mm dia PVC pipe of working pressure 4 Kg/ cm2 for protection wall weep hole including cutting ,cost of all materials, leads, lifts etc., complete. |
| 20 | Supplying and laying of NP3 Class 900 mm dia RCC Hume pipe confirming to IS is 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site ect.,complete, as directed by the site Engineer as per standard specification. |
| 21 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver sin Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges,rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 22 | Providing and applying of Tack coat over existing BT surface using 2.00 Kg of Bituminous Emulsion (RS 1) per 10Sqm for preparatory to another bituminous construction over it including clearing of road surface, cost of materials , labour charges , rental for machinery , fuel and all other incidental charges ,etc. complete as per Clause 503 of MORT&H and directed by the Engineer. |
| 23 | Providing and laying 50mm consolidated thick Bituminous Macadam using 0.20cum fo 26.50- 13.20mm, 0.43cum of13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 / VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and consolidated by8- 10 tonne Vibratory / Pneumatic Roller to the required density etc.,including labour forattending to paver to site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 504 of MORTH Rev-5 |
| 24 | Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00- 9.50mm, 0.17cum of 9.50- 2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 / VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 4 0mm with mechanical paver to the specified grades and cross sections and consolidated by8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler ,tipper trucks, Paver Finisher / 9 m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5 |
| 25 | Water washing with special chemical 'Steripure 100' with high pressure water jet for removal lime leaching , algae and funges formation in the D/S face of Dam under hanging condition as per specification including cost of all materials, labour charges T&Ps required for the work scaffolding etc., complete. Wherever required as per instruction of Engineer in-charge at site. |
| 26 | Chipping all the loose and wornout pointing using hand grinding machine with diamond wheel, chipper (manual /and or mechanical means) at a depth of 2 times width and providing and filling the pointing mortar in the horizontal and vertical joints to a depth of 2 times width, treating of joints with Reebaklens or proper water washing , applying a priming coat with Nitobond EP epoxy bonding agent inside the joints with a brush and filling properly these joints with Renderoc HS XTRA - dual shrinkage compensated fiber reinforced polymer modified repair mortar on the prepared surface and curing with curing compound.The repair mortar used shall be single component and shall be mixed with water at water powder ratio of 0.16 and shall have drying shrinkage < 300 microstrain as per ASTM C 157-93; permeability < 5mm as per DIN 1048 Part 5 ; compressive strength > 70 MPa ; Flexural Strength > 9Mpa as per BS 6319 ; RCPT < 1800 Coulumbs and Class A1 fire rating as per EN 1504-3 Cl 5.5, etc complete.Product used for pointing shall have CE (CE-29842) marking and compliance according to Construction Products Directive 89/106/EEC (CPD) Rectification of Distreses in Masonry walls like SSM unit fallouts, errosion, Cavitation, deterioration in Verticality of wall, growth of Roots, damaged SSM, etc Providing scaffloding for abutment masonry wall work including erection, shifting, dismantalling, labour work etc. (rates shall considered by client based on approved working procedures as per safety standards of the client or as per SOR) including cost of all materials, Scaffolding working platform rope, ladder, all labour, charges T&P labour charges for operating hanging platform curing etc., complete. as per instruction of Engineer in-charge at site. |
| 27 | Chipping the loose flush pointing and removing Old Cement mortar joint, removing the loose materials, clearing the joints to a minimum depth of 50mm packing and pointing with CM 1:3 for 50mm depth downstream face of the dam including cost of all materials working platform rope, ladder, all labour charges T & P labour charges for operating hanging platform curing etc.,complete |
| 28 | Reaming the existing vertical drainage shaft to the entire depth by rotary drilling from the top of the dam to the drainage gallery level including cost of machineries , equipments, consumables, other materials required for the work , labour charges for operation and cleaning the drille holes, transport cherges for machinery from one place to another place, water charges all leads, lift etc complete as directed by the Engineer at site. |
| 29 | Supply, erection, testing and commissioning of Integrated Solar street light of 40 Watts,5600 lumens of reputed make like Phillips, Solux or equivalent with ISI make with 3years warranty and 6 metre height MS lighting pole along with Solar panel 65W,18V Monocrysatalline Grade 'A' Solar cell with 20years warranty , 25AH,12.8V Lithium LIFEPO4 battery inside with 4 days backup with 3 years warranty, MPPT smart controller, PIR sensor, equipped with an intelligent microcontroller,motion sensor,intelligent power management, the lamp should automatically switch to a dimmed mode to save energy when full brightness is not needed, Switch ON on 50% power in the evening and switch OFF in the morning by detecting day and night when presence is detected lighting power to 100%. The housing of high quality powder coated aluminium with corrossion resistance. All elctrical components are sealed in IP65 protected housing, which makes the street light well suited for tropical climate,5 layers carton, export quality EPS high density foam to protect with all required supporting arrangements and accessories, street light pole coping concrete to the satisfaction of the Engineer at site including the cost of materials, labour, lead, lift, etc., complete. |
| 30 | GST for bidders within TamilNaduNote : Bidders within Tamil Nadu shall enter values separately for SGST and CGST and shall enter the value as \\"Zero\\" for IGST. |
| 31 | GST for bidders outside TamilNadu Note: Bidders outside Tamil Nadu shall enter value only for IGST and shall enter the value as \\"Zero\\" for SGST and CGST |
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