TN 16 23 24 Tiurpur Division Sl No 1

Amount

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. Upto 2m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 2m - 3m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 3m - 4m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 4m - 5m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 5m - 6m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 6m - 7m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 7m - 8m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 8m - 9m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 9m - 10m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 10m - 11m

Earthwork excavation in all classes of soil except hard rock requiring blasting depositing on bank including existing Road surface with all leads and lifts as per equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for foundation of retaining wall. 11m - 12m

Vibrated cement concrete M15 (Nominal mix) using 20 mm graded size ISS HBG metal admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying and curing concrete , working in depths, hire charges for tools and plants, and incidental charges such as baling out water , maintaining of protective bunds , cofferdams , shoring , strutting, rendering the surface smooth etc., complete as per relevant specification for Base course.

Vibrated Reinforced cement concrete M30 (design mix) using maximum nominal size of coarse aggregates as 20mm ISS HBG metal as per cl.1704.2 & 1706 of MORT& H fourth revision 2001 admixed with 2% suitable water proofing compound 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, lead for soft water, labour charges for mixing , transporting, laying and curing concrete , working in depths, hire charges for tools and plants, and incidental charges such as baling out water , maintaining of protective bunds , cofferdams , shoring , strutting, rendering the surface smooth etc., complete as per relevant specification for RAFT SLAB.

Vibrated Reinforced cement concrete M30 (design mix) using maximum nominal size of coarse aggregates as 20mm ISS HBG metal as per cl.1704.2 & 1706 of MORT& H fourth revision 2001 admixed with 2% suitable water proofing compound 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, lead for soft water, labour charges for mixing , transporting, laying and curing concrete , working in depths, hire charges for tools and plants, and incidental charges such as baling out water, maintaining of protective bunds, cofferdams, shoring, strutting, rendering the surface smooth etc., complete as per relevant specification for RETAINING WALL.

Vibrated Reinforced cement concrete M30 (design mix) using maximum nominal size of coarse aggregates as 20mm ISS HBG metal as per cl.1704.2 & 1706 of MORT& H fourth revision 2001 admixed with 2% suitable water proofing compound 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, lead for soft water, labour charges for mixing , transporting, laying and curing concrete , working in depths, hire charges for tools and plants, and incidental charges such as baling out water, maintaining of protective bunds, cofferdams, shoring, strutting, rendering the surface smooth etc., complete as per relevant specification for RCC BOX.

Application of two coats of approved water proofing coating over the properly rendered surface of base course & outer faces of retaining walls.

Plastering the treated area with cement mortar 1:3 admixed with suitable water proofing compound 12mm thick over the water proofing coating including cost and conveyance of all materials to the site including cost of cement water proofing compound soft water , labour charges for curing etc , complete as per relevant specification for Retaining wall and Sides of Raft slab.

Application of ATATIC POLYPRPOLINE (APP) modified polymeric waterproofing membrane (or equivalent of not less than 4kg/Sqm. Consisting of 90 mic. High molecular high density polyethylene film as center core) over the coating of hot bitumen 85/25 grade (IS 6494 -1988) at 1.20kg/ sqm applied over the coating of water based bituminous primer and fixing the membrane with min 100mm overlaps, sealing the joints with L.P.G torch etc., complete.

Providing CEMENT SAND SCREED 1;3 admixed with suitable water proofing compound 50mm thick over the APP membrane including cost and conveyance of all materials to site including cost of cement water proofing compound, soft water, labour charges for curing etc., complete.

Brick work in CM 1:3 for 115mm thick using best quality stock brick including cost & conveyance of materials to site, labour charges and all other incidental charges etc., complete and as directed by the Engineer incharge over APP on the back side of Retaining wall and Raft Slab.

Vibrated Reinforced cement concrete M30 (design mix) using maximum nominal size of coarse aggregates as 20mm ISS HBG metal as per cl.1704.2 & 1706 of MORT& H 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 cost of formwork, lead for soft water, labour charges for mixing , transporting, laying and curing concrete , working in depths, hire charges for tools and plants, and all other incidental charges etc., complete as per relevant specification for KERB.

Vibrated Reinforced cement concrete M40 (design mix) using 20mm ISS 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, lead for soft water, labour charges for mixing, transporting, laying and curing concrete, working in depths, hire charges for tools and plants, including all other incidental charges etc., complete as per relevant specification for CRASH BARRIER.

Vibrated cement concrete M30 (design mix) 75mm uniform thick using 25mm, 12mm,6mm ISS HBG graded metal , including cost and conveyance of all materials to work site including cost of cement at site , including all labour charges for mixing concrete , laying and curing concrete , working in depths, hire charges for tools and plants, compacting , curing with all leads for potable water, including all other incidental charges for formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OF 75MM UNIFORM THICKNESS OVER RAFT SLAB.

Supply and fabrication of STEEL grade Fe 500D 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 lapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

Dewatering arrangements : Vibrated Reinforced cement concrete M30 (design mix) using 20 mm graded size ISS HBG metal including cost and conveyence of all materials to site and cost of cement inclusive of unloading and stacking and storage charges at site excluding cost and fabrication of steel but including all labour charges for mixing, transporting, laying and curing concrete, working in depths, hire charges for tools and plants, compacting, curing with all leads for soft water and all other incidental charges, formwork etc., complete as per relevent specification for Walls and Ring Beam of Sump.

Vibrated Reinforced cement concrete M15 (design mix) using 20 mm graded size ISS HBG metal including cost and conveyence of all materials to site and cost of cement inclusive of unloading and stacking and storage charges at site excluding cost and fabrication of steel but including all labour charges for mixing, transporting, laying and curing concrete, working in depths, hire charges for tools and plants, compacting, curing with all leads for soft water and all other incidental charges, formwork etc., complete as per relevent specification for Columns in Pump room .

Vibrated Reinforced cement concrete M30 (design mix) using 20 mm graded size ISS HBG metal including cost and conveyence of all materials to site and cost of cement inclusive of unloading and stacking and storage charges at site excluding cost and fabrication of steel but including all labour charges for mixing, transporting, laying and curing concrete, working in depths, hire charges for tools and plants, compacting, curing with all leads for soft water and all other incidental charges, formwork etc., complete as per relevent specification for Beams in sump cover slab , Lintel and roof slab.

Vibrated Reinforced cement concrete M15 (design mix) using 20 mm graded size ISS HBG metal including cost and conveyence of all materials to site and cost of cement inclusive of unloading and stacking and storage charges at site excluding cost and fabrication of steel but including all labour charges for mixing, transporting, laying and curing concrete, working in depths, hire charges for tools and plants, compacting, curing with all leads for soft water and all other incidental charges, formwork etc., complete as per relevent specification for Lintel and roof slab of Pump room.

Brick work in CM 1:5 using best quality stock bricks (9" x 4.5" x 3") including cost and conveyance of all material to the site and labour charges andn all incidental charges etc, complete and as directed by the Engineer in charge for pump house .

Plastering with cement mortar 1:3 12mm thick including cost and conveyance of all materials to the site soft water labour charges for curing etc complete as per relevant standard specification for the pump room ceiling, floor and terrace

Plastering with cement mortar 1:4 20mm thick including cost and conveyance of all materials to the site soft water labour charges for curing etc complete as per relevant standard specification for the pump room Walls

Supply and fixing of Country wood panelled shutters for doors and windows using country wood scantaling for both shutters and rails of size 0.075 x .04 vertical and horizontal including two coats of SEP and fixing in postion etc with fittings complete

Fabrication and supply of Steel rolling shutter 2.0m wide and 2.13m ht made of 16 gauge steel with both sides locking arrangements including cost of steel , fabrication transporting and fixing the rolling shutter at site complete

Fabrication and supply of steel ladder 0.45m wide for a vertial depth of 11.85 m with hand rails with galvanized finish ladder made of ISA 50x50x6mm ladder step consist of 16mm mild steel rod fixed at a dintance of 30cm C/C road hand rails made of G1 pipe of 11/2 diameter fabrication of ladder in force parts and fixing of ladder into the well with ISA 50x50x6 at required place and supporting of hand rail with ISA place and supporting of hand rail with ISA place and supporting of hand rail with ISA place and supporting of hand rail with ISA 65X65X6 mm at an intervel of 2m C/C including cost of steel, fabrication transporting and fixing at site as direction of the Departmental officer.

Fabrication and supply of Mild steel grating and Handrails as per the drawing and as directed by the Engineer using MS 2".pipes and Mild steel flats including cost of steel, fabrication transporting and fixing at site as direction of the Departmental officer.

Supply and fixing of 600 mm dia cast iron pipe across the subway form Subway to the Sump including cost and conveyance of the pipe and jointing the pipes with lead joining including cost and conveyance of all materials required for joining labour for joining and fixing the pipe in proper position and all other incidental charges etc., complete for drain pipe from one collection chamber to another collection chamber.

Supply and fixing of 250 mm dia cast iron pipe across the subway form Sump to the Well including cost and conveyance of the pipe and jointing the pipes with lead joining including cost and conveyance of all materials required for joining labour for joining and fixing the pipe in proper position and all other incidental charges etc., complete for drain pipe from one collection chamber to another collection chamber.

Supply and fixing the 13 HP Electrical pump with suction pipe of 12 m, Foot valve, delivery pipe, gate valve and other extra fitting to fix in position in the running condition and installing to specifications including cost and conveyance of all materials required and all other incidental chargesetc, complete

Supply and fixing the 13 HP Diesel pump with suction pipe of 12 m, Foot valve, delivery pipe, gate valve and other extra fitting to fix in position in the running condition and installing to specifications including cost and conveyance of all materials required and all other incidental chargesetc, complete

Supply and fixing the 10 HP Submersible pump with Foot valve, delivery pipe, gate valve and other extra fitting to fix in position in the running condition and installing to specifications including cost and conveyance of all materials required and all other incidental chargesetc, complete

Supply of 900mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification. ( SOR P. 164)

Laying and fixing of 900 mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes ( SOR P. 164)

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. Approach road

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side Drains in accordance with the specifications and lines , grades and cross sections shown in the drawings or as indicated by the Engineer For raising the dip with carted earth. Approach road

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base 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 401 of MORTH Specification- for grading- V Material Approach road

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate 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 well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification. Approach road

Prime coat Providing and applying primer coat with Bitumen Emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM Approach road

Tack coat - Providing and applying tack coat with Bitumen Emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer Approach road

Tack coat - Providing and applying tack coat with Bitumen Emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification - over bituminous surfaces Approach road & Service road

Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base.(using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (Mix-in-place method) (For Patch Works) Service road

Bituminous Macadam (Table - 500-10) Providing and laying bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) transporting to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired compaction of MoRTH specification clause No.504 of MORTH Specification - Grading II (Table 500-7) Service road

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling as per clause 501.6 and 501.7 to achieve the desired compaction of MoRTH specification clause No.505 Grading I Approach road

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II Approach road & Service road

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

M RAJKUMAR CIVIL ENGINEERING PRIVATE LIMITED

PandC Projects Private Limited