Strengthening of 1 road in Thuraiyur Block in Tiruchirappalli District under NABARD RIDF-XXV 2019-20 Package No.4

Amount

Upgradation of the Road from Pudur to Aruvi Km 0/0 - 2/070 H/o. Vannadu. Clearing Scrub jungle including cutting scrubs and other vegetation and depositing them beyond the road as directed by the deptl. Officers including labour and all other incidental charges etc. Complete Km 0/0 - 2/070

Providing and laying water bound macadam grade II Grade metal to a consolidated thickness of 75mm using one cum 90mm -22.40mm IRC HBG metal and 0.24 cum of clean gritty gravel for blind age per 10 sqm, of 75mm consolidated thickness including cost and conveyance of all materials from approved quarries cost and conveyance of all materials from approved quarries noted in the lead charge to the road side and stracking them to the departmental gauge for pre measurement by departmental officers including stacking charges and labour charges for laying and spreading the metal and gravel/sand gravel to the required grades and lines hand packing to camber altering with all leads for good water forming edge bunds etc., and consolidation by power roller rolling and keeping the surface moist for 15 days including hire charges and running charges for power roller and charges such as barricading caution sign boards danger lights etc., complete for bottem Layer. Km 0/0 - 1/0

Providing and laying water bound macadam grade III Grade metal to a consolidated thickness of 75mm using one cum 63mm -11.20mm IRC HBG metal and 0.24 cum of clean gritty gravel for blind age per 10 sqm, of 75mm consolidated thickness including cost and conveyance of all materials from approved quarries cost and conveyance of all materials from approved quarries noted in the lead charge to the road side and stracking them to the departmental gauge for pre measurement by departmental officers including stacking charges and labour charges for laying and spreading the metal and gravel/sand gravel to the required grades and lines hand packing to camber altering with all leads for good water forming edge bunds etc., and consolidation by power roller rolling and keeping the surface moist for 15 days including hire charges and running charges for power roller and charges such as barricading caution sign boards danger lights etc., complete for Top Layer. Km 0/0 - 1/0

Applying Tack Coat unprimed WBM surface using 4kg of emulsion bitumen per 10 Sqm including cost of emulsion bitumen which will be supplied by the Department section stores and cost will be recovered at the rate as per the special condition appended Sqm herewith including conveyance to site, handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour for applying the required quantity of bitumen including hire and fuel charges for all Tools and Plants employed for the wol including all other incidental charges such as barricading and providing sqm danger lights, flags etc., complete as per standard specifications.Km 0/0 - 2/070

Providing laying of open graded premix carpet with seal coat Type "A" 20mm consolidated thickness using 0.18 cum of 13.2 mm IRC size machine crushed HBG metal and 0.09 cum of 11.2 mm IRC size machine crushed HBG metal with 14.60 Kg of bitumen for premix carpet, and 0.09 cum of 6.7mm IRC size machine crushed HBG metal with 9.80 Kg of bitumen for seal coat type "A" per 10 Sqm including cost and conveyance of all materials from approved sources to worksite and stacking them to standard departmental gauge for premeasurement including cost of bitumen which will be supplied by departmental section stores and cost will be recovered at the rates specified in the special condition appended herewith including heating the bitumen in bitumen boiler, heating the aggregates and mixing them with bitumen in the mini hot mix plant for premix carpet only, rolling 8/10 MT power roller to premix carpet and seal coat separately including labour charges for spreading the mix for premix carpet application of bitumen for seal coat over premix carpet including labour charges for mini hot mix plants, bitumen boiler, power roller and all other Tools and Plants employed etc., complete Km 0/0 - 1/0

Collection and supply of Carted earth from approved quarry an average lead 1KM including cost and conveyance of all metrials to site and labour charges and staking them to departmental gauge to premeasurement to departmental officer and stacking charges KM 0/0 - 2/070

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using the cut earth for formation of embankment as per MoSRT&H Technical Specifications Nos. 111, 112, 202, 301, 302, 303, 305 and 900.. KM 0/0 - 2/070

Earthworkexcavation and depositing on bank with initial lead of 10 m and lift of 2m in Hard stiff clay stiff black cotton ,hard red earth ,shales ,murram, gravel, stoney earth and earth mixed with small size boulders as per SS 20 A etc complete Side Drains & Surface cutting

Construction of Culvert of 1.50m Span at Ch.840 Earth work Excavation for foundation in all soils except hard rock requiring blasting etc., complete as per SS20B.

Cement concrete 1 : 4 :8 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Cement concrete 1 : 3 :6 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Suppling,erecting and steel centering for following plain surfaces with standard specification

Suppling,erecting and steel centering for following plain surfaces with standard specification

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Super structure complete as per drawings and technical specifications as per clause 1002,1010 and 1202 for MORD

Cement concrete 1 : 2 :4 using 20mm ISS HBGS jelly including cost of laying and curing but excluding the cost of centering and steel etc., complete.

Cement concrete 1 : 11/2 :3 using 20mm ISS HBGS jelly for all RCC works including cost of laying and curing but excluding the cost of centering and steel etc., complete.

Construction of Culvert of 1.50m Span at Ch.985 Earth work Excavation for foundation in all soils except hard rock requiring blasting etc., complete as per SS20B.

Cement concrete 1 : 4 :8 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Cement concrete 1 : 3 :6 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Suppling,erecting and steel centering for following plain surfaces with standard specification

Suppling,erecting and steel centering for following plain surfaces with standard specification

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Super structure complete as per drawings and technical specifications as per clause 1002,1010 and 1202 for MORD

Cement concrete 1 : 2 :4 using 20mm ISS HBGS jelly including cost of laying and curing but excluding the cost of centering and steel etc., complete.

Cement concrete 1 : 11/2 :3 using 20mm ISS HBGS jelly for all RCC works including cost of laying and curing but excluding the cost of centering and steel etc., complete.

Construction of Culvert of 3.00m Span at Ch.772 of Pudur to Aruvi Km 0/0 - 2/070 H/o. Vannadu. Earth work Excavation for foundation in all soils except hard rock requiring blasting etc., complete as per SS20B.

Cement concrete 1 : 4 :8 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Cement concrete 1 : 3 :6 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Suppling,erecting and steel centering for following plain surfaces with standard specification

Suppling,erecting and steel centering for following plain surfaces with standard specification

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Super structure complete as per drawings and technical specifications as per clause 1002,1010 and 1202 for MORD

Cement concrete 1 : 2 :4 using 20mm ISS HBGS jelly including cost of laying and curing but excluding the cost of centering and steel etc., complete.

Cement concrete 1 : 11/2 :3 using 20mm ISS HBGS jelly for all RCC works including cost of laying and curing but excluding the cost of centering and steel etc., complete.

Providing Weep holes in brick masonry stone masonry plain/reinforced concrete abutment, wind wall, return wall with 100mm dia AC Pipe

Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause

Construction of Culvert of 1.50m Span at Ch.1815 Earth work Excavation for foundation in all soils except hard rock requiring blasting etc., complete as per SS20B.

Cement concrete 1 : 4 :8 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Cement concrete 1 : 3 :6 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Suppling,erecting and steel centering for following plain surfaces with standard specification

Suppling,erecting and steel centering for following plain surfaces with standard specification

Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Super structure complete as per drawings and technical specifications as per clause 1002,1010 and 1202 for MORD

Cement concrete 1 : 2 :4 using 20mm ISS HBGS jelly including cost of laying and curing but excluding the cost of centering and steel etc., complete.

Cement concrete 1 : 11/2 :3 using 20mm ISS HBGS jelly for all RCC works including cost of laying and curing but excluding the cost of centering and steel etc., complete.

Construction of Culvert of 6.00m Span at Ch.1620 Earth work excavation for foundation in all soils except hard rock requiring blasting etc.,complete as per SS20B.

Cement concrete 1 : 3 :6 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Suppling,erecting and steel centering for following plain surfaces with standard specification

Suppling,erecting and steel centering for following plain surfaces with standard specification

Cement concrete 1 : 2.5:5 using 40mm ISS HBGS including cost and conveyance of all materials and labour charges etc., complete.

Suppling fabricating and placing in position of steel reinforcement as per design given by department and as per specification. As per calculation AS per SP 20

Cement concrete 1:11/2:3-using 20mm ISS HBGS jelly for all R.C.C works including cost of laying and curing but excluding the cost of centering and steel etc., complete.

Providing Cement Concrete road at Ch 1895 - Ch2070 of Puthur- Aruvi road. Earth work excavation and depositingon bank with all lead andlift in all classes of soil such as hard stiff claystiff black cotton hard red earth shales murrams, hard gravellyetc except sand and rock requiring blasting all incidental charges etc complete for Box cutting/ foundation asper SS 20B

Cement concrete in C M 1:4:8 mix using40mm ISS HBG metal including cost and conveyanceof all materials to siteand labour charges, for mixing laying and raming, curing the concrete etc.,

Cement concrete 1:3:6 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 bed blocks for 10 cum

CC 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site with all labour charges for laying mixing concrete curing compacting for labour with all charges etc., complete

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc

Provision of Bituminous Pad etc complete

Construction of Retaining wall at Pudur to Aruvi road CH 0-150m, 750-830m L/S. R/S, CH 1040-1100m R/S, CH 1100-1200m R/S, CH 1440-1520m L/S, R/S, CH 1530-1630m L/S Earth work Excavation for foundation in all soils except hard rock requiring blasting etc., complete as per SS20B.

Cement concrete in C M 1:4:8 mix using40mm ISS HBG metal including cost and conveyanceof all materials to siteand labour charges, for mixing laying and raming, curing the concrete etc., CH 0-150m L/S, 750-830m R/S

Cement concrete in C M 1:4:8 mix using40mm ISS HBG metal including cost and conveyanceof all materials to siteand labour charges, for mixing laying and raming, curing the concrete etc., CH 1040-1100m R/S, CH 1100-1200m R/S, CH 1440-1520m L/S, R/S, CH 1500-1600m L/S

Centering & shuttering including cost and conveyance of all materials to site and all labour charges etc CH 0-150m L/S, 750-830m R/S

Centering & shuttering including cost and conveyance of all materials to site and all labour charges etc CH 1040-1100m R/S, CH 1100-1200m R/S, CH 1440-1520m L/S, R/S, CH 1500-1600m L/S

Cement concrete 1:3:6 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 bed blocks for 10 cum CH 0-150m L/S, 750-830m R/S

Cement concrete 1:3:6 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 bed blocks for 10 cum CH 1040-1100m R/S, CH 1100-1200m R/S, CH 1440-1520m L/S, R/S, CH 1500-1600m L/S

Provision for 75mm pvc pipe For weep holes

Provision for Supply and fixing of KM Stone

Provision for Supply and fixing of HM Stone

Provision For Name Board

Provision for Sign board

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}

P. Jaisankar