Construction of ROB at Km 1/2 of Mannarai - Thottimannarai road in lieu of existing LC.No.131 at Railway Km 438/4-6 in between Uthukuli and Tiruppur Railway Stations.

Amount

Forming embankment with value not less than including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller in the required proctor density at 97% compaction for the top 500mm thick compaction of the sub grade and compacting the compaction below 500mm thick to 97% of the maximum dry density of the materials, including watering with all leads for water and compaction by power roller and finishing be surface to the required transverse and longitudinal camber profile and including all other incidental charges, labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plant involves etc., complete for Sub grade For Service Road and Approach Road.

(i) For Service Road

(ii) For Approach Road

Forming embankment with value not less than including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller in the required proctor density at 95% compaction for the top 500mm thick compaction of the sub grade and compacting the compaction below 500mm thick to 95% of the maximum dry density of the materials, including watering with all leads for water and compaction by power roller and finishing be surface to the required transverse and longitudinal camber profile and including all other incidental charges, labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plant involves etc., complete for Sub grade For Approach Road.

(ii) For Approach Road

Construction of Granular Sub-base Gr-V 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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 111, 112, 401 & 900 of MORTH Specification for grading-V Material For Service Road, Approach Road and Junction Improvement.

(i) For Service Road

(ii) For Approach Road

(vii) Junction Improvement

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thickness 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 pavers in 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 111, 112, 406 & 900 of MORTH Rev-5 For Service Road, Approach Road and Junction Improvement.

(i) For Service Road

(ii) For Approach Road

(vii) Junction Improvement

Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 502 & 900 of MORTH Rev-5 For Service Road, Approach Road and Junction Improvement.

(i) For Service Road

(ii) For Approach Road

(vii) Junction Improvement

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503 & 900 of MORTH Rev-5 For Service Road, Approach Road and Junction Improvement.

(i) For Service Road

(ii) For Approach Road

(vii) Junction Improvement

Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 504 & 900 of MORTH Rev-5 For Service Road, Approach Road and Junction Improvement.

(i) For Service Road

(ii) For Approach Road

(vii) Junction Improvement

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26 cum of 2.36mm and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 507 & 900 of MORTH Rev-5 For Service Road, Approach Road and Junction Improvement.

(i) For Service Road

(ii) For Approach Road

(vii) Junction Improvement

Vibrated Cement concrete grade M20 (Nominal mix), using maximum nominal size of coarse aggregate as 20mm ISS HBG metal as per Cl.1704.2 and Cl.1706 of MORTH, Fourth revision, 2001 including cost and conveyance of all materials to site and cost of cement at site but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per clause 1000, 1500, 1700 & 2200 (0.25 x 0.45 x 0.25) of MORT&H KERB for Service Road and Junction Improvement.

(i) For Service Road

(vii) Junction Improvement

Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, dewatering removal of stumps and other deletrious matter, dressing of sides and bottom and backfilling with approved materials as per 304, 900 of MORT&H Specification for Retaining wall, Main ROB (Bridge Proper) and Drain / Footpath.

(iv) For Retaining wall.

(v) Main ROB

(vi) Drain / Footpath

Cement Concrete M10 Grade using ISS size hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW ABUTMENTS & PIERS for Retaining wall, Main ROB (Bridge Proper) and Drain / Footpath.

(iv) For Retaining wall.

(v) Main ROB

(vi) Drain / Footpath

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for Retaining Wall Foundation .

Vibrated reinforced cement concrete M30 (Design mix) using maximum nominial size of coarse aggregate as 20mm ISS HBG metal as per CI 1704.2 and CI.1706 of MORTH, Fourth revision, 2001 including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transportiang, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Retaining wall MORT & H No: 1000, 1500, 1700 & 2200 height upto 3mts.

Vibrated reinforced cement M40 (Design mix) using maximum nominal size of coarse aggregate as 20mm ISS HBG metal as per CI. 1704.2 and CI. 1706 of MORTH, Fourth revision, 2001including cost and conveyance of all materials to site and cost of ceemnt at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for CRASH BARRIER. MORT & H No: 1000, 1500, 1700 & 2300

Supply and fabrication of Fe-500D / Fe-415 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 as per Section 2706 of MoRT&H Specifications (V Revision) for Retaining wall, Main ROB (Bridge Proper), Drain / Footpath and Rain water Harvesting.

(iv) For Retaining wall.

(v) Main ROB

(vi) Drain / Footpath

(viii) Rain water Harvesting

Providing PVC pipe duct 100mm dia in crash barrier including cost, labour for fixing and other pipe specials. MORT & H No: 2700

(iv) For Retaining wall.

(v) Main ROB

Provide GI pipe of 100mm dia over crash barrier including cost, labour for fixing and other pipe specials and fixing brackets, base plates etc., complete. MORT & H No: 2700

(iv) For Retaining wall.

(v) Main ROB

Providing and laying of filter media with granular materials /stone crushed aggregates satisfiying the requirements laid douwn in clusae 2504.2.2 of MORTH specification to a thichness of 600 mm with smaller size toward the soil and bigger size toward the wall over the entire surface behind abutment ,wing to a full height compacted to a firm condition complete as per drawing and specification MORTH 710.1.4 and IRC 78- 2000-13.10

Providing and Fixing PVC Seepage pipe 100mm dia in Retaining wall portion and Abutments including cost, labour for fixing and other pipe specials. MORT & H No: 2700

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for Piers Foundation .

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for Abutments Foundation .

Vibrated reinforced cement concrete M35 (Design mix) using maximum nominial size of coarse aggregate as 20mm ISS HBG metal as per CI 1704.2 and CI.1706 of MORTH, Fourth revision, 2001 including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transportiang, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for PIER MORT & H No: 1000, 1500, 1700 & 2200 height upto 3mts.

Vibrated reinforced cement concrete M30 (Design mix) using maximum nominial size of coarse aggregate as 20mm ISS HBG metal as per CI 1704.2 and CI.1706 of MORTH, Fourth revision, 2001 including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transportiang, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for ABUTMENT. MORT & H No: 1000, 1500, 1700 & 2200 height upto 3mts.

Vibrated reinforced cement concrete M35 (Design mix) using maximum nominial size of coarse aggregate as 20mm ISS HBG metal as per CI 1704.2 and CI.1706 of MORTH, Fourth revision, 2001 including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transportiang, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for PIER MORT & H No: 1000, 1500, 1700 & 2200 height above 3mts.

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for CAPPING BEAMS OVER PIERS.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for DIRTWALL OVER ABUTMENTS .

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for PEDESTALS.

Supply and fixing of elastomeric bearing of required size as shown in the drawing including cost and conveyance to worksite, labour for fixing the bearing in correct position and all other incidental charges etc., complete in cubic centimeter.

Vibrated Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for BASE COURSE BELOW APPROACH SLAB.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using HBG graded metal f 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for laying, compacting, curing including all other incidental charges etc., complete for APPROACH SLABS.

VRCC Concrete M30 (Design mix) using maximum nominal size of coarse aggregate as 20mm ISS HBG metal including cost and conveyance of all materials to casting yard and cost of cement at site excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, pretensioning the strands, pouring concrete, steam curing, lifting, transporting to site, lifting and fixing in position working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for GIRDERS. MORT & H No: 1000, 1500, 1700,1800 & 2300

Vibrated Reinforced Cement Concrete M30 (Design mix) using maximum nominal size of coarse aggregate as 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for END DIAPHRAM. MORT & H No: 1000, 1500, 1700 & 2300

Vibrated reinforced cement concrete M30 (Design mix) using maximum nomnial size of coarse aggregate as 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for DECK SLAB. MORT & H No: 1000, 1500, 1700 & 2300

Vibrated reinforced cement M40 (Design mix) using maximum nominal size of coarse aggregate as 20mm ISS HBG metal as per CI. 1704.2 and CI. 1706 of MORTH, Fourth revision, 2001including cost and conveyance of all materials to site and cost of ceemnt at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for CRASH BARRIER. MORT & H No: 1000, 1500, 1700 & 2300

Supplying and installation of STRIP STEEL EXPANSION JOINT system conforming to Specifications for Roads and Bridges - IV Revision : 2001 published by Ministry of Surface Transport (Roads wing) in the 40mm wide expansion gap in between deck and dirt wall over abutment and between two deck slabs with fatigue tested sttructural steel section at the nosing and anchorge assembly, including cost and conveyance of all mateials and cost of testing as per the specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects as per specifications. MORT & H No: 2600 & 2607

Vibrated Cement Concrete M30 (Design mix) using graded metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and Plants, compacting, curing with all leads for portable water, including all other incidental charges formwork, cost of permoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OF 75mm UNIFORM THICKNESS OVER DECK & APPROACH SLAB. MORT & H No: 1000, 1500, 1700 & 2700

Providing and fixing GI Drainage Spout 100 mm Dia as per MOST Drawign No SD/205 with Grating arrangments. MORT & H No: 2705

Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 as per Section 2706 of MoRT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, potable water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete, as per relevant standard specification, for DRAIN BOTTOM, SIDE AND TOP SLAB.

Providing and fixing PVC Drain pipes of 100 mm dia for required lengths for providing below the drainage spouts for drainage purpose including cost and conveyance of all materials to worksite, cost and labour charges for fixing etc., complete for Drain / Footpath.

Painting two coats with ready mixed plastic enamal paint of first class quality and of approved colour over a priming coat surface over the cement plastered surface including cost and conveyance of all materials to site and all labour charges for cleaning, preparing the surface, painting and curing etc., complete for White Washing / Colour Washing.

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification as per Clause 111, 112, 304 of MORT&H (V Revision) KERB for Junction Improvement.

Plain Cement Concrete of grade M10 (Nominal mix), using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for KERB WALL for Junction Improvement.

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification as per Clause 111, 112, 304 of MORT&H (V Revision) for PROTECTIVE WALL PIER PROTECTION.

Plain Cement Concrete of grade M10 (Nominal mix), using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for PROTECTIVE WALL PIER PROTECTION.

Vibrated Cement Concrete of grade M20 Nominal Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for PROTECTIVE WALL PIER PROTECTION.

Manufacturing and Supplying of R.C.C. GUIDE POST of size 0.20 x 0.20 m at to a height of 2.5m using 20mm ISS size HBG metal etc., for Pier Protection.

Supplying and tying chain link fencing of 2 x 2" (10 gauge) opening and tying with the RCC post including cost of binding wire and also providing 3 Nos of 6 mm rod for stiffeners at equal intervals of fencing height etc., complete for Pier Protection.

Painting two coats with ready mixed plastic enamal paint of first class quality and of approved colour over a priming coat surface over the cement plastered surface including cost and conveyance of all materials to site and all labour charges for cleaning, preparing the surface, painting and curing etc.complete for Pier Protection.

Supply and fixing of best quality ISI PVC drain pipes [Class-A] 4 Kg of 160 mm dia including necessary specials such as elbow, Tee, etc. including cutting, threading, jointing for providing bends at ends and Tees in the middle, including cost of fixing clamps including cost and conveyance of pipe specials, labour charges for fixing in position vertically in trestle portion and all other incidental charges, etc. complete as per IS 4985 for Rain water Harvesting.

Supply and fixing of best quality Cast Iron drain pipes [Class - A] of 250 mm dia including necessary specials such as elbow, Tee, etc. including cutting, threading, jointing, including cost of pipe specials, labour charges for fixing in position vertically and horizontally in trestle portion and all other incidental charges, etc. complete for connecting between collection chamber and rain water harvesting well.

Earthwork excavation in all classes of soil except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification FOR FOUNDATION CHAMBER AND CI DRAIN PIPE AND RAIN WATER HARVESTING.

Filling with Quarry Dust including cost and conveyance of all materials and stacking at site to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15 cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for CI pipe pit and Rain water harvesting well.

Plain Cement Concrete of grade M10 (Nominal mix), using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BASE COURSE OF COLLECTION CHAMBER for Rain water Harvesting.

Providing and laying vibrated Cement concrete M15 [Nominal mix 1:2:4] using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cement at site, including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications for SIDE WALLS AND BEDDING OF CRADDLE CONCRETE OF COLLECTION CHAMBER for Rain water Harvesting.

Vibrated RCC M 25 design mix using 20 mm ISS HBG metal including cost and conveyance of all materials, including cement to site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing concrete, laying, vibrating, compacting, hire charges for all tools and plants, curing concrete with all leads for soft water, including cost of premoulded RCC hand rails and posts etc. completwhich are cast at site as per drawing, including cost of labour charges for fixing the same in correct position and all other incidental chargeset. complete as per MOSRT&H specifications No: 1701 - 117 for COVER SLABS OF COLLECTION CHAMBER for Rain water Harvesting.

Filling with pebbles of 4 to 6 mm size complying with standard specifications including cost and conveyance of all materials and including labour charges for laying, handling and filling in layers of not more than 500 mm thick complete for rainwater harvesting well foundation.

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

MYANSINFRASTRUCTURES (BID ID -1286256)

Selliamman constructions (BID ID -1286167)