Re construction of damaged East and West side Retaining walls of Rishaba (Idaba) Theertham at Arulmighu Thiruvappudaiyar Temple, Madurai belongs to Arulmighu Meenakshi Sundareswarar Temple Madurai

Amount

Dismantling the existing facia wall made in Cut stone masonry in lime mortar (within 3.0m height) using Palm tree Casurina poles and Crane including labour charges for numbering and stacking the old stone neatly at the place as directed by the departmental officer in charge without any damages etc complete complying with standard specification and as directed by the departmental officers etc..complete

Supplying,laying and stacking of Sand / Quarry dust bags at the place as directed by the departmental officers including cost and conveyance of Sand / Quarry dust, empty cement HDPE bags, jute thread etc and all other materials, labour charges for filling Sand / Quarry into empty cement HDPE bags and stitching the same with jute thread and laying, stacking the same into the foundation as directed so as to resist the sliding of earth into foundation etc complete complying with standard specification and as directed by the departmental officers etc..complete

Driving M.S.Sheet piles of required width and thickness to retain Sand / Earth upto a total depth of 8.00m (approximatly) till the completion of Retaining wall and remove the same after completion of wall including cost and conveyance of all materilas required for fabrication of Sheet pile, labour charges for inserting the and removing the sheet pile safely without causing any damages to adjoining structures , stacking the sheet piles properly and all other incidential charges etc complete as directed.The sheet pile is to be inserted from the existing Ground level adjoining the Theppakulam (Rishaba (Idaba) Theertham) uptoTheppakulam (Rishaba (Idaba) Theertham) bed level which is 6.00m approximately and inserted upto 2m below the Theppakulam (Rishaba (Idaba) Theertham) bed level complete complying with standard specification and as directed by the departmental officers etc..complete

First depth of 2m ( 0 to 2)

Second depth of 2m (2 - 4)

Earth work OPEN excavation for foundation in all classes of soils and sub soils and to depth as may be directed except in hard rock, requiring blasting, including initial leads and lifts and re-filling the sides of foundation, with excavated earth in 150mm layers well watered rammed and consolidated, including depositing surplus earth within the godown or inside compound in places shown with initial leads and lifts, clearing and levelling the site, shoring strutting baling of water wherever necessary etc., complete complying with standard specification and as directed by the departmental officers etc..complete

Cement concrete 1:5:10 (One cement five sand and Ten aggregate) using 40mm gauge hard granite broken stone jelly for foundation including cost and conveyance of all materials labour for mixing, laying, compacting, curing, dewatering, side shuttering, wherever necessary including curingetc.complete complying with standard specification and as directed by the departmental officers etc..complete

Supplying and laying of 200 Micron thick Polyethylene sheet over the foundation concrete to receive RCC slab including cost and conveyance of all materials and labour etc complete complying with standard specification and as directed by the departmental officers etc..complete

Providing and laying in position of Standardized Concrete Mix M - 25 Grade in accordance with IS 456 - 2000, using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 Kg / cum and maximum water cement ratio 0.55, including admixture (Plasticizer / Super Plasticizer) in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5.0 Cum) 7730 Kg of 20mm machine crushed stone jelly and with about (3.30 cum) 5156 Kg of 10 - 12mm machine crushed stone jelly and with about (4.79 cum) 7670 Kg of M.Sand but excluding cost of reinforcement grill and fabricating (Full Specfication annexure X for BOQ )

Supplying and fabricating and placing in position M.S.grills for reinforcement for all RCC works, including cost of rods, straightening, bending, cracking tying grills,with 18 gauge galvanished binding wire and placing the grills in position etc., complete complying with standard specification and as directed by the departmental officers etc..complete

Cement concrete 1:4:8 (One cement four sand and Eight aggregate) using 40mm gauge hard granite broken stone jelly for foundation including cost and conveyance of all materials labour for mixing, laying, compacting, curing, dewatering, side shuttering, wherever necessary including curingetc.,complete complying with standard specification and as directed.

Random Rubble Masonry in Cement mortar 1:5 (one of cement and Five of sand) using new rough stone and for foundation and basement complete complying with standard specification and as directed by the departmental officers etc..complete

For Foundation and Basement

Ground floor Super Structure

Construction of facia wall 230mm thick covering the retaining wall surface on the Theppakulam (Rishaba (Idaba) Theertham) side using existing dismantled Cut stones and pointing with in Lime Mortar 1:3 (one of Lime and Three of M-sand) including cost and conveyance of all materials and labour charges, with simultaneous flush pointing, curing etc complete as directed by the departmental officers for Ground floor Super structure.The lime used should be sourced from Pollachi which is highly iron fortified and suitable for structural and masonry works . Upto 3m height from G.L complete complying with standard specification and as directed by the departmental officers etc..complete

Supply of Cut stones from approved quarry to site including cost of stone, rough dressing, loading, conveyance charges, unloading and handling charges etc. complete complying with standard specification and as directed by the departmental officers etc..complete

Construction of facia wall 230mm thick covering the retaining wall surface on the Theppakulam side using New Cut stones and pointing with Lime Mortar 1:3 (one of Lime and Three of M-sand) including cost and conveyance of all materials and labour charges, with simultaneous flush pointing, curing etc complete as directed by the departmental officers for Ground floor Super structure.The lime used should be sourced from Pollachi which is highly iron fortified and suitable for structural and masonry works . Upto 3m height from G.L complete complying with standard specification and as directed by the departmental officers etc..complete

Brick work in Cement Mortar 1:5 (One cement and Five M.Sand) using best quality country bricks of size 8 3/4" 4 1/4"x 2 1/4" for walls incluing cost and convetance of all labour andmaterials including scaffolding curing finishing etc., complete complying with standard specification and as directed by the departmental officers etc..complete

Plastering with Cement Mortar 1:5 (one cement and five P-sand) 12mm thick in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers etc., Complete

Refilling the sides of foundation and back fill of retaining wall with carted well gravel including cost and conveyance of all materials and labour charges for laying of well gravel in layers not exceeding 150mm including watering, consolidation etc complete complying with standard specification and as directed by the departmental officers etc., Complete

Sub total

SRI SAI BUILDERS (BID ID -1517109)