1 Road works at Kolli hills block in Namakkal district under SCPAR package-10

Amount

Upgradation to the road from Navakkadu Meenatchiamman Kovil to melmenur Km 2/300 – 3/300 (R271)

Clearing Scrub jungles including and removing from site, disposal by burying or burning etc., complete as directed by the departmental officers. Km 0/0-0/400

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) Km 0/0-0/400

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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. Km 0/0-0/400

Applying PRIMECOAT over WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp. Km 0/0-0/400

Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 24.40 Kgs of VG 30 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 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete

Collection and Supply of cartted earth from approved quarry an average lead 1KM including cost and conveyance of all materials to site and labour charge sand staking then to departmental gauge to premeasurements to depatmental officer and stacking chaeges at site

Earth work excavation and depositing on bank with intial lead and lift in hard stiff clay, stiff black cotton, hard red earth, shales, moorums and ordinary gravelly soil etc. as per SS 20 A

Construction of Embakment/Subgrade the excavted earth with Consalidation with power roller rolling including all charges etc.complete

3.00 M Span Ch2480

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Providing laying Concerete for Plain/reinforced concerete in open foundation complete as per drawings and technical Foundation concerete 1:4:8

Stone masonry in cement Mortar in foundation of headed walls Complete as per drawing and MORd techinical specification Clause 1109 in Cement mortar

Supplying erecting and Steel Centering for followed plain surfaces with standard specifications

Providing and Laying cement concerete in super structure as per drawing and MORD technical Specification clause 800 1205 & 1205

Providing Plain reinforced cencerte in Super Structure complete as per drawings and mord techinical Specifications clause 800 Design Mix M25 etc complete

Supply fitting and Playing HYSD bar reinfocement (Fe 415)in super structure Complete as per drawings and techincal Specifications as per Schedule 1002,1010 and 1202 for MORD Design MIX

Plastering with Cement (1:4) 12mm thick on Masonary work in Sub-Structure as per MORD techinical Specification Clause 613.4 &1204

1.50M Span 2 Culverts ch 2410 TO 2885

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Providing laying Concerete for Plain/reinforced concerete in open foundation complete as per drawings and technical Foundation concerete 1:4:8

Stone masonry in cement Mortar in foundation of headed walls Complete as per drawing and MORd techinical specification Clause 1109 in Cement mortar

Supplying erecting and Steel Centering for followed plain surfaces with standard specifications

Providing and Laying cement concerete in super structure as per drawing and MORD technical Specification clause 800 1205 & 1205

Providing Plain reinforced cencerte in Super Structure complete as per drawings and mord techinical Specifications clause 800 Design Mix M25 etc complete

Supply fitting and Playing HYSD bar reinfocement (Fe 415)in super structure Complete as per drawings and techincal Specifications as per Schedule 1002,1010 and 1202 for MORD Design MIX

Plastering with Cement (1:4) 12mm thick on Masonary work in Sub-Structure as per MORD techinical Specification Clause 613.4 &1204

1.5 M Span Ch3020

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Providing laying Concerete for Plain/reinforced concerete in open foundation complete as per drawings and technical Foundation concerete 1:4:8

Stone masonry in cement Mortar in foundation of headed walls Complete as per drawing and MORd techinical specification Clause 1109 in Cement mortar

Supplying erecting and Steel Centering for followed plain surfaces with standard specifications

Providing and Laying cement concerete in super structure as per drawing and MORD technical Specification clause 800 1205 & 1205

Providing Plain reinforced cencerte in Super Structure complete as per drawings and mord techinical Specifications clause 800 Design Mix M25 etc complete

Supply fitting and Playing HYSD bar reinfocement (Fe 415)in super structure Complete as per drawings and techincal Specifications as per Schedule 1002,1010 and 1202 for MORD Design MIX

Plastering with Cement (1:4) 12mm thick on Masonary work in Sub-Structure as per MORD techinical Specification Clause 613.4 &1204

Hardbed Ch at ch 3/160 -3/300 140m

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

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) Km 0/0-0/400

Cement Concrete 1:4:8 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Cement Concrete 1:3:6 Using 40 mm gauge Hand Broken Granite stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Supply and erecting centering Shuttering including neccesary Supports for plane surface in foundation and basement and in all floors for RCC Column footing Column Plinth beam, beams, roof slabs,stair case steps bcd block etc complete

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/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. Km 0/0-0/750

Construction of un-reinforce dowel jointed at expension and construction joint only,Plain cement Concerete pavement,Thickness as per design.over a prepared sub base with 43 grade cement or any other as per clause 1501.2.0 M30 (grade) etc Complete

Retaining wall

Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting butinclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation as 39

Cement Concrete 1:4:8 mix Using Hand Broken Granite 40 mm stone jelly for Foundation including watering whenever necessary and laid in layers not more than 15 cm thick. Compacting etc., complete complying within standard specification

Ch2370-2400mR/S

Ch 2410-2450m R/s

Dry Stone Masonary Using New Rough Stones Including COST and Conveyence of all materials to site and labour charge etc

Ch2370-2400mR/S

Ch 2410-2450m R/s

Random Rubble Masonary in Cement Mortar 1:5 using new rough and bond Stones including cost and conveyance of all materials,labour charge sand Simultanoues Pointing the jointsin same et c complete

Plastering in Cement morter 1:4 12mm thick in all floors with standatrad Specification

GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

SR INFRAA