Construction of High Level bridge at Km 5/6 of Erappavur - Narasingamangalam - Thallanallur road in lieu of existing causeway

Amount

Earth work excavation in all classes of soil, and depositing on bank, with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary, etc., complete as per relevant standard specification, for DRESSING THE BED UPTO SILL as per MORT&H Vth Revision No.300

Earth work excavation in all classes of soil and depositing on bank, with all leads and lifts, as per SS20B including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 RAFT SLAB, CUT OFF WALS, LAUNCHING APRON & TOE WALL as per Section 300 of MoRT&(H) Specifications (Fifth Revision) including working space 600 mm from the face of cut off wall as per CI. 4.2.5.1 of IS: 1200 (Part 1)-1992.

Compacted Plain Cement Concrete of grade M10 (Nominal mix) 1:3:6 using 40mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying, and curing Concrete, working at depths, hire charges for Tools and plants, with all leads for potable water, including all other incidental charges, form work etc., complete, for LAYER BELOW RAFT SLAB as per Section 2100 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for RAFT AND CUT OFF WALLS as per Section 1500, 1700 & 2100 of MoRT&(H) Specifications (Fifth Revision).

Filling inside the Raft with well compacted sand, including cost and conveyance of sand to work site, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges, etc., complete.

Compacted Plain Cement Concrete of grade M20 (Nominal mix) 1:1.5:3 using 40 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including cost of form work, potable water, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS as per Sections 1000, 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete M30 (Design mix) using 20 mm ISS size HBG graded 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 cost of form work, labour charges for mixing, transporting. laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete as per relevant standard specification for BED BLOCK CUM DIRTWALL OVER ABUTMENTS AND BED BLOCK OVER PIERS as per Sections 1000, 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).

Providing and fixing KRAFT PAPER for full width of deck seating including cost and conveyance to work site, labour for fixing the the same in correct position and all other incidental charges etc., complete as directed by the Engineer.

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS size HBG graded 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 cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for DECK SLAB WITH SAFETY KERBS as per Sections 1000, 1500,1700 and 2300 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS size HBG graded 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 cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for as per relevant standard specification for CRASH BARRIER OVER DECK SLAB & RETURN WALLS as per Sections 811, 1700 &2703.3 of MoRT&(H) Specifications (Fifth Revision).

Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per Standard Drawing SQ-701 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Cast Iron pipes and flats and fixing them in position, etc., complete as per Section 2705 of MoRT&(H) Specifications (Fifth Revision).

Providing and fixing PVC EXPANSION JOINT in 20mm wide expansion gap provided between deck slabs over Piers & in between dirtwall and deck slab over Abutments, as shown in the drawing including cost and conveyance expansion joints including bitumen pad, water stopper and joint sealant etc. complete as per Section 2600 of MoRT&(H) Specifications (Fifth Revision).

Compacted Plain Cement Concrete of grade M15 (Nominal mix) 1:2:4 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying, and curing Concrete, working at heights, hire charges for Tools and plants, with all leads for potable water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per Sections 1000, 1500, 1704.3 & 2704 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel, and including cost of form work, labour charges mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for SAFETY KERB RAMP as per Sections 1000, 1500, 1700 & 2300 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for APPROACH SLAB as per Sections 1000, 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with reinforcement at mid depth using ISS size HBG 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 potable water, including all other incidental charges formwork, etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Section 1700 & 2702.2 of MoRT&(H) Specifications (Fifth Revision)

Providing and fixing weep holes with Class 1 PVC pipes of 100 mm dia for required lengths in Abutments and Return walls including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per Section 2706 of MoRT&(H) Specifications (Fifth Revision).

Providing FILTER MEDIA behind Abutment and Return walls for 600mm thickness using filter material well packed in layers with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges, etc complete as per Appendix-8 of IRC: 78 (Part-1)-2024.

Filling behind Abutments and Return walls with filling material having value more than 35 degree, including cost and conveyance to work site, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-8 of IRC:78 (Part-1)-2024 and Section 305 of MoRT&(H) Specifications(Fifth Revision).

Granite rough stone dry packing for the specified thickness for apron using good size granite rough stone, properly wedged with quarry spalls including cost and conveyance of all materials to site labour charges for packing the same in position and all other incidental charges betc,complete for LAUNCHING APRON as per Section 2507.2 of MoRT&(H) Specifications (Fifth Revision).

Compacted Plain Cement Concrete of grade M15 (Nominal mix) 1:2:4 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for TOE WALL AROUNDLAUNCHING APRON as per Section 1500, 1700 & 2504 of MoRT&(H) Specifications (Fifth Revision).

Supply and fabrication of Fe-500 grade 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 1600 of MoRT&(H) Specifications (Fifth Revision).

Supply and fabrication of Mild Steel Grade - I 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 1600 of MoRT&(H) Specifications (Fifth Revision).

Supply and fixing of High quality of PVC pipes of 160mm dia of required lengths for Utility pipes including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill as per cl 2706 of MoRT&(H) Specifications (Fifth Revision). Below safety kerb

SUB ESTIMATE: Dismantling the Hardbed causeway: Dismantling the existing Plain Cement concrete the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.(Specification No.111,112,202.)

DIVERSION ROAD: Supply fixing and hoisting of RCC NP3 pipes of 1000 mm dia. of standard length including cost and conveyance to the work site including fixing charges and all other incidental charges etc.complete MORT&H No.2900.

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and ali incidental charges, including compacting with ibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/sub grade Carted Earth with a lead of 9 Kms. for formation of Diversion Road as per MORT&H Vth Rev. No.305.

95% Compaction

97% Compaction

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base (Gr-V) 150mm, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,401,900).

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive 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. (Specification Number as per MORT&H Rev.V 111,112,406, 900).

Approach Road Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and ali incidental charges, including compacting with ibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/sub grade Carted Earth with a lead of 9 Kms for formation of Approach Road as per MORT&H No.305 (vth rev)

95% Compaction

97% Compaction

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base (Gr-V) 150mm, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5. (Specification Number as per MORT&H Rev.V 111,112,401,900).

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive 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. (Specification Number as per MORT&H Rev.V 111,112,406,900).

Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as per Clause 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)

Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete for formation of Approach road as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size 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 20-30ton 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP for formation of Approach road as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory 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, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP for formation of Approach road as per clause 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,507,900)

SUB ESTIMATE - RCC RETAINING WALL 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 incidential charges such as bailing out 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 for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev

A1 side RW 5.95m

A2 side RW 5.95m

A1 & A2 side RW 4.95m

Compacted Cement concrete M15 ( Nominal mix ) 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section relevant standard specification for LEVELLING COURSE below footing of Retaining wall. as per MORT&H Vth Revision 1000, 1500, 1700 & 2100.

A1 side RW 5.95m

A2 side RW 5.95m

A1 & A2 side RW 4.95m

Vibrated Reinforced Cement Concrete of grade M 30(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete as per section 1000, 1500, 1700 & 2100 of MORT&H specification for Base slab OF R.C.C RETAINING WALL.

A1 side RW 5.95m

A2 side RW 5.95m

A1 & A2 side RW 4.95m

Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size HBG graded 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 cost of form wok and centering, soft water, all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALL as per MORT&H Specificaton No.1000, 1500, 1700, 2200 ( Below Sill Level )

A1 side RW 5.95m

A2 side RW 5.95m

A1 & A2 side RW 4.95m

Vibrated Reinforced Cement Concrete of grade M30 Design mix using 20mm ISS size HBG graded 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 cost of form wok and centering, soft water, all labour charges for mixing, transporting and placing in position, laying, vibrating, compacting, finishing concrete, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALL as per MORT&H Specificaton No.1000, 1500, 1700, 2200 ( Above Sill Level)

A1 side RW 5.95m

A2 side RW 5.95m

A1 & A2 side RW 4.95m

Supply and fabrication of Fe-500 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 cl 1600 of MORT&H specification (V Revision)

A1 side RW 5.95m

A2 side RW 5.95m

A1 & A2 side RW 4.95m

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3, Using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, FOR Broken parapets over Retaining wall as per MORT&H Vth Revision 1000, 1500, 1700, 2300.

A1 side RW 5.95m

A2 side RW 5.95m

A1 & A2 side RW 4.95m

Providing and fixing PVC Pipes of 100 mm dia of required lengths for Retaining wall including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain the backfill. as per MOR&H Vth specification No.2706

A1 side RW 5.95m

A2 side RW 5.95m

A1 & A2 side RW 4.95m

SUB ESTIMATE - PCC RETAINING WALL 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 incidential charges such as bailing out 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 for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev.

A1 & A2 side Retaining wall

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 Using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for Footing of Retaining walls (Below Sill Level) as per MORT&H Vth Revision 1000,1500, 1700 & 2100.

A1 & A2 side Retaining wall

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 Using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, FOR STEM of Retaining wall as per MORT&H Vth Revision 1000, 1500, 1700 & 2200 (Below Sill Level)

A1 & A2 side Retaining wall

Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 Using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, FOR STEM of Retaining wall as per MORT&H Vth Revision 1000, 1500, 1700 & 2200 (Above Sill Level)

A1 & A2 side Retaining wall

Providing and fixing Seepage Pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for 900mm dia. Semi-Spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill in the Abutments and Wings as per MOR&H Vth specification No.2706

A1 & A2 side Retaining wall

Vibrated Cement Concrete of Grade M-20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per clause no. 1000, 1500, 1700, 2200 of MORT&H Vth Revision.

A1 & A2 side Retaining wall

PAINTING THE BRIDGE: Painting two coats with approved cement paint over the priming coat surface using first quality cement paint over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, prepareing the surface painting and curing all etc... complete as directed by the Engineer.

Painting two coats with ready mix Plastic Emulsion Paint using first quality Plastic enamal paint over the Priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, prepareing the surface painting and curing all etc... complete as directed by the Engineer.

Sub Total Bid Price (in figures)

GST @ 18% of above all Schedules (in figures)

Senthurmurugan Constructions (BID ID -1483088)

raghavaconstruction (BID ID -1483230)