Theni District - Andipatty - Package No. TNI-APT-2

Amount

Construction of 30000 litre OHT at Palayakottai H/o: Palayakottai

Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B

First depth of 2m

Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.

RCC 1:1.5:3 using 20mm HBG metal for following items

1.5m to 4.5m below GL

0m to 1.5m below GL

0m to 4.5m above GL

4.51m to 7.32 from GL

Above 7.32m & up to 10.98m from GL

Providing steels centering for the soffit of RCC slab using MS angle and sheets laid over country wood joists and strrutting with casuarina props

A. Plane surfaces

Below GL

GL to 3.30m height

4.31 to 5.30m height

5.31 to 6.30m height

B. Curved surface

0 to 3.30m height

C. Square column

Below GL

GL to 3.30m height

3.31 to 4.30m height

4.31 to 5.30m height

Painting two coats with approved emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by TWAD Board officers

Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers.

Supply delivery and fixing of outside MS ladder of 45cm wide made up of 50 x 50 x 6mm MS angle welded with 16mm MS rod for step with 30cm center to center as per type design

Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 as per type design

supplying and fixing AC cowl for ventilator

Supplying and fixing up manhole cover of size 60cm x 60cm in RCC 1:1.5:3 and 50x50x6mm MS angle at the edges

Pipe connection arrangements for inlet, outlet, overflow, scour arrangements including cost of pipes, valves, specials etc. complete

65mm GI pipes for inlet

65mm GI pipes for over flow and rain water collection

65mm GI pipes for outlet

50mm GI pipes for scour

75 mm pvc threaded coupler

63 mm pvc threaded coupler

65mm GI tee

65mm GI coupling

65mm GI flange set

50mm GI flange set

65mm GI coupling

65mm GI elbow

65mm GI bend

60x50mm GI reducer

90x75mm PVC reducer

65mm GM gave valve

50mm GI gate valve

Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.

Construction of Drainage in main road at Marikundu

Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation

Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Centering and shuttering charges for rataining wall, bady wall, wing wall side work including cost and conveyance of all labour charges

Centering and shuttering charges for rataining wall, bady wall, wing wall side work including cost and conveyance of all labour charges deck slab

Cement concrete 1:3:6 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by officers.

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum

Plastering with cement mortar 1:5 mix to 12 mm thick including of all other labour charges as per standard specification etc.

Construction of Drainage in Keelamanjinaikanpatti.H/o: Rajathani

Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation

Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Cement concrete 1:2:4 mix using 20mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

collection supply of well gravel from approved quarry in fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

collection supply and filling of sand including cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Cement concrete 1:3:6 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Centering and shuttering charges for rataining wall, bady wall, wing wall side work including cost and conveyance of all labour charges

Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by officers.

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum

Plastering with cement mortar 1:5 mix to 12 mm thick including of all other labour charges as per standard specification etc.

Construction of Drainage at Kanniyappapillaipatti east street H/o: Kanniyappapillaipatti

Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation

Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Centering and shuttering charges for rataining wall, bady wall, wing wall side work including cost and conveyance of all labour charges

Cement concrete 1:3:6 mix using 20mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Plastering with cement mortar 1:5 mix to 12 mm thick including of all other labour charges as per standard specification etc.

Construction of Drainage at Kothapatti- varatharajapuram main road. H/o: Kothapatti

Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation

Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Centering and shuttering charges for rataining wall, bady wall, wing wall side work including cost and conveyance of all labour charges

Cement concrete 1:3:6 mix using 20mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Plastering with cement mortar 1:5 mix to 12 mm thick including of all other labour charges as per standard specification etc.

Strengthening of road from G.usilampatty to perumal patty 0/0-1/5

Clearing scrub jungle by uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all incidental charges etc. complete.Sl.No. 17(3)

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers

Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.

Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.

Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete

Providing and Laying Red Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

Provision for KM stone

Provision for HM stone

Provision for name board

Strengthening of road from Melamanjinaickanpatty to ammapatty km 0/0-1/300

Clearing scrub jungle by uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all incidental charges etc. complete.Sl.No. 17(3)

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers

Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.

Applying tack coat over BT surface (not treated with primer) using 3Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.

Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete

Providing and Laying Red Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

Provision for KM stone

Provision for HM stone

Provision for name board

Strengthening of street road from T.meenachipuram to ponnammalpatty km 0/0-0/480

Clearing scrub jungle by uprooting including all cutting charges and depositing of the products and clearing as directed by the departmental officers including all incidental charges etc. complete.Sl.No. 17(3)

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Supply and filling of US gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

Picking old metalled / BT surface upto 10cm thick as directed by the departmental officers

Providing and laying Water Bound Macadam Grading - II(75mm to 22.40mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

Applying tack coat over WBM surface (not treated with primer) using 4Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.

Providing and layiing pre-mix carpet 20mm thickness using 0.18cum of 13.2 IRC machine crushed metal 0.09cum of 11.2mm IRC machine crushed metal with 14.60Kg of Bitumen for pre-mixing 10 sqm of pre-mix carpet and laying separately Seal coat type "A" using .09 cum of 6.70mm IRC HBG chips with 9.80 Kg of Bitumen for 10sqm including cost and conveyance of materials to the departmental metric gauge for pre-measurement heating the bitumen boiler heating the aggregate and mixing them with bitumen in mini hot mix plant for pre-mix carpet and rolling by 80-100 KN power roller including labour charges for spreading hire and fuel charges for mini hot mix plant, bitumen boiler, all other tools and plants employed etc., complete

Provision for HM stone

Provision for name board

Construction of Drainage L/S CH 100-240M and R/S ch 200-300m

Earth Work excavation and depositing on bank with in initial lead of 10m and lift of 2m in hard gravelly soil as per SS 20B for foundation

Cement concrete 1:4:8 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Centering and shuttering charges for rataining wall, bady wall, wing wall side work including cost and conveyance of all labour charges

Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by officers.

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum

Cement concrete 1:3:6 mix using 40mm ISS metal fincluding cost and conveyance of all materials to site and all labour charges for mixing laying and curing etc., completed for foundation.

Plastering with cement mortar 1:5 mix to 12 mm thick including of all other labour charges as per standard specification etc.

Strengthening of road in JJ Nagar AD colony streets at Erathimakalpatty

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .

Supply and filling of US gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction

Providing and laying Water Bound Macadam Grading - II ( 75mm to 22.40mm)IRC HBGmetal consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively)and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method)

Providing and laying Water Bound Macadam Grading - III(63mm to11.20mm)IRC HBG of 75mm consolidated thickness consisting of clean, crushed aggregates mechanincally interlocked by rolling and bonding together with screening binding material of 0.24 cum for 10 sqm (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 20 & 6% repectively) and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer as per clause 405 of MORD revision I(Mix -in - place method) Rate for 10sqm

Construction of un-reinforced dowell jointed at expansion and construction joint only plain cement concrete pavement thickness as per design over prepared subbsase with 43grade cement as per clause 1501.2.2 M30

Providing bore well, motor and pipe line arrangements at Kathirnrasingapuram. H/O: Kathirnrasingapuram.

Towards Geological Survey charges (Minimum three locations) including transportation charges of material and all labour chages etc,. Complete

Drilling of 150 mm Dia Verticle Bore well in Hard rock area including charges for drilling and inserting of 180 mm casing pipe inside the bore including all labour charges etc,.

Over Burden soil

In Hard rock

Towards cost and delievery of 180 mm PVC Cashing pipe of 6 KSC including all charges etc., complete

G I Pipe & Specials

50 mm GI pipe

50 mm GI Coupling Heavy Type

50 mm GI Bend

50 mm GI Elbow

50 MM Non Return Volve

50 mm GI Union

50 mm MS Clamp set

50 mm GM Gate Volve

50 mm GI H nipple

32 mm GI Pipe

32 mm GI Coupling

4 Sqmm 3 Core flat Cable

Meter Box Cover

Service Connection Wire

24"x36" Meter Board

Supply and Delievery of 7.5 HP Three Phase Submersible Pumpset ( 75 x 225 ) lpm Suitable for 150 mm Dia Bore well with ISI Mark IS 8034/2002 Without Panel Board

Towards Cost and Supply of 7.5 HP Three Phase panel Board -Starter Delta With Two level Guard and Auto Start

Towards Fixing Labour charge of Three Phase Submersible Pumpset Suitable for 150 mm Dia Bore well with ISI Mark IS 8034 Without Panel Board

From OHT to Streets

90 mm PVC Pipe

90 mm PVC Bent

90 mm PVC FTA

50 mm GI Pipe

50 mm GI Coupling

50 mm Gi Elbow

50 mm GM Gate Volve

50 mm GI Union

50 mm GI Tee

50 mm X 20 mm Tee

20 mm GI Pipe

20 mm GI Elbow

20 mm GI Coupling

20 mm GI Tap

Earth Work Excavation in all classes of soil including all material and all other material as per Specification S S 20 B

Towerds laying and Joining of 90 mm PVC Pipe

Towerds laying and Joining of 50 mm GI Pipe

Towerds laying and Joining of 32 mm GI Pipe

Towerds laying and Joining of 20 mm GI Pipe

Towerds CuttingCharges 50 mm GI Pipe

Towerds CuttingCharges 20 mm GI Pipe

Towerds Threading Charges for 50 mm GI Pipe

Towerds Threading Charges for 20 mm GI Pipe

Refilling with excavated soil with all labour cost complete complying

Construction of Brick Pedestal suitable for Service connection Meter Bx

Supply and fixing of MS Kioask Box including all cost

Providing bore well, motor and pipe line arrangements at Kolinjipatti. H/O: Ramakrishnapuram.

Towards Geological Survey charges (Minimum three locations) including transportation charges of material and all labour chages etc,. Complete

Drilling of 150 mm Dia Verticle Bore well in Hard rock area including charges for drilling and inserting of 180 mm casing pipe inside the bore including all labour charges etc,.

Over Burden soil

In Hard rock

Towards cost and delievery of 180 mm PVC Cashing pipe of 6 KSC including all charges etc., complete

G I Pipe & Specials

50 mm GI pipe

50 mm GI Coupling Heavy Type

50 mm GI Bend

50 mm GI Elbow

50 MM Non Return Volve

50 mm GI Union

50 mm MS Clamp set

50 mm GM Gate Volve

50 mm GI H nipple

32 mm GI Pipe

32 mm GI Coupling

4 Sqmm 3 Core flat Cable

Meter Box Cover

Service Connection Wire

24"x36" Meter Board

Supply and Delievery of 7.5 HP Three Phase Submersible Pumpset ( 75 x 225 ) lpm Suitable for 150 mm Dia Bore well with ISI Mark IS 8034/2002 Without Panel Board

Towards Cost and Supply of 7.5 HP Three Phase panel Board -Starter Delta With Two level Guard and Auto Start

Towards Fixing Labour charge of Three Phase Submersible Pumpset Suitable for 150 mm Dia Bore well with ISI Mark IS 8034 Without Panel Board

From OHT to Streets

90 mm PVC Pipe

90 mm PVC Bent

90 mm PVC FTA

50 mm GI Pipe

50 mm GI Coupling

50 mm Gi Elbow

50 mm GM Gate Volve

50 mm GI Union

50 mm GI Tee

50 mm X 20 mm Tee

20 mm GI Pipe

20 mm GI Elbow

20 mm GI Coupling

20 mm GI Tap

Earth Work Excavation in all classes of soil including all material and all other material as per Specification S S 20 B

Towerds laying and Joining of 90 mm PVC Pipe

Towerds laying and Joining of 50 mm GI Pipe

Towerds laying and Joining of 32 mm GI Pipe

Towerds laying and Joining of 20 mm GI Pipe

Towerds CuttingCharges 50 mm GI Pipe

Towerds CuttingCharges 20 mm GI Pipe

Towerds Threading Charges for 50 mm GI Pipe

Towerds Threading Charges for 20 mm GI Pipe

Refilling with excavated soil with all labour cost complete complying

Construction of Brick Pedestal suitable for Service connection Meter Bx

Supply and fixing of MS Kioask Box including all cost

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

R P S SANKARAPANDY