Reconstruction of Shivan and Ambal with all Prahara Sannadhies for Arulmigu Jename Jeyeswarar Thirukoil, Senji Panapaakkam, Tiruvallur Taluk and District.

Amount

Dismantling the brick work in lime mortar under 3mm height clearing away the debries from the work site and depositing the same at the place as shown by the departmental officers

Labour charge for removing the old stone pavukal bothiyal, thoon numbering, levelling them 20mm stacking for reuse and without any hinderence to stones including clearing all debries from the site of work etc all complete as directed by the departmental officers.

Labour charges for removing old stones, such as pillars, Uthiram, Bodhiyal, and nilaikkal etc, and carefully stacking for reuse without hinderence to stones, including clearing all debries from site of work etc, complete as directed by the departmental officers.

Earth work excavation for foundation in all classes of soils and sub soils and todepth 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 clearing and levelling the site, shoring shuttering baling out water wherever necessary etc., complete complying with standard specification.

Supplying and filling in foundation, basement, with filling M-sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification

Plain Cement concrete 1:5:10 (one of cement five of sand and ten of aggregate) using 40mm gauge hard granite broken stone jelly for foundation and basement including cost and conveyance of all materials labour for mixing,l aying, compacting, curing, dewatering, shuttering, wherever necessary including curing etc.,complete complying with standard specification.

Providing and laying in position, Standardised Concrete Mix M-20 Grade using M-Sand 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/mᶾ and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 Cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 Cu.m.) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.79 Cu.m.) 7670 kg. of M-sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor/ roof slabs wherever necessary without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials).

For Raft foundation

For Roof Slab

Supplying, fabricating and placing in position mild steel / ribbed to steel grills for all RCC works as per design given including cost of steel and G.I. Binding wire in all floors etc. Complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire)

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29M height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheets of size 90 x 60cm and 10BG stiffened with welded mild steel angle of size 25mm x 25mm x 3mm for boarding laid over silver oak koists of size 10cm x 6.50 cm spaced at above 90 cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at not more than 75cm centre to centre etc. complete complying with the standard specification. (Payment for centering shall be given after the concrete is laid)

Plinth Beam, Grade beam, upto basement

Roof Slab etc, for super structure.

Upto basement, Sub structure

Above basement, Superstructure

Labour charges for resetting (reassembling) the dismantled cut stones for wall in lime mortar 1:1.5, excluding the cost of stone but including all labour charges, hoisting, lifting and fixing for resetting and cost of lime mortar 1:1.5 etc all complete as directed by the departmental officers.

Labour charges for refixing cut stones such as stone pillars, uthiram, Bothiyal, nilaikal using lime mortar 1:1.5, excluding cost of stone, but including labour charges for conveying, hoisting, lifting, & fixing in position in lime mortar 1:1.5 as directed by the departmental officers.

Flooring with cut stone slab of size 600mmX600mm and other sizes suitable for site requirement not less than 100mm thick with machine cut edges and top surface dressed as directed by the departmental officers including cost and conveyance of materials to site and labour charges for paving and Pointing With Lime Mortor1:1.5 etc complete.

Three line dressing

Single line dressing

Finishing the top of roof with one course of machine pressed tiles 20cm x 20cm x 8mm of approved quality laid in Lime mortar 1:1.5, 12mm thick mixed with water proofing compound 2% by weight of lime used and pointing with same mortar with red oxide etc, complete with standard specifications.

Weathering course concrete with broken jelly 20mm size and pure unslaked lime over RCC roof slab, the proportion being 32:12.5 for required depath of 80mm for giving required slope and thickness of roof on required, well beaten with wooden beater using lime Jaggery water constantly wetted etc, complete complying with standard specifications.

Plastering with Lime Mortar 1:1.5, 20mm thick including the cost and conveyance of all materials, labour charges, curing, finishing etc, complete complying with standard specifications.

Supply of new cut stone for replacing the damaged and missing stone without damages and cracks found on the stones as directed by the departmental officers.

For face stone size 1'x1'x5'

For roof stone size 1-1/2' x 1-1/2' x 5' and above upto 10'

For face stone size 2' x 2' x 14'

Brick masonry Lime Mortar1:2 using Stock bricks including all varivargams, moulds, sthambams, mukapathrams, koodu, nasi and all ornamental brick work complete, all pancharams, agarais, karnakoodus, etc., forming core walls of Rajagopuram/ Vimanams complete including cost and conveyance of all materials including cement, all the labour charges including marking pathies shaping of the bricks, lifting of all the materials to required heights, curing and all extra for working in heights etc., complete 100 cft for vimanam / gopuram as directed by the departmental Officers.

For gopuram/Vimanam upto 25' height

For gopuram/Vimanam upto 15' height

Providing Vargapoochu over the corewalls of Vimanams / Gopurams, with Combination Mortor 1:1.4 complete including shapping the mukhapathram, mahanasi, Koodu all ornamentals works to proper shape by embdding broken bricks of shaped/chiselled bricks, rough-plastering with Combination mortar 1:1.4 and finishing with final ornamental plastering and nayam theervani including cost and conveyance of all materials, labour therefore, lifting of materials, all working in heights, curing with water etc, complete inculding all axtra for folding and inculuding clearing from the vimanams/gopurams 100sft superficial area.

For gopuram/Vimanam 25' height

For gopuram/Vimanam 15' height

Providing new sudhai vigrahams in the vimanams and Rajagopurams with copper rod reinforcement of suitable dia with binding wires wherever necessary, shaping the core with broken bricks set in Combination mortar 1:1.3 finishing the same with Combination mortar 1:1.3 bringing to the correct shape (Lakshana) in conformift with silpa sastra inclusive of special ornaments, weapons, peedam etc., complete and providing C.M. Nayam theervai wherever necessary. inclusive of cost and conveyance of all materials, such as cement broken bricks, and copper rods.binding wire all labour for working in heights, curing lifiting of materials etc., complete including cement painting 2 coats over a primary coat (one vigraham is accountable with one head, 4 hands with weapons, ornamental costumes etc., as per prathima lakshans, Vigraham height is measurable from the crown top to the bottom of foot only If peetam is provided the rate with peetam may be adopted as datailed hereunder)

Vigarahams above 1'0" & below 2'6" height over peedam

Vigarahams above 2'6" & below 3'6" height over peedam

Vigarahams above 3'6" & below 4'6" height over peedam

Scaffolding charges for Vimanams and gopurams with casurina posts coconut or plam trees wherever necessary for main, form work and providing ladder arrangements, country wood plank for working, inspection etc, complete hire charges only for erection, maintainance and removing the same on completion of the work.

For gopuram/Vimanam upto 25' height

For gopuram/Vimanam upto 15'0" height

Painting with multicolour (Panchavarnam) good water based exterior emulsion paints complete for the Vimanams/Gopurams, including cost and conveyance of all materials, labour charges including Artist painter, working in heights, lifting of materials, cost of brushes etc, complete which including all extra for foldings 100 sft, superficial area.

For gopuram/Vimanam upto 25' height

For gopuram/Vimanam upto 15'0" height

Brick work in Lime mortar1:1.5 using using best quality IInd class ground moulded bricks of Size 9” x4-3/8” including cost and conveyance charges of all materials to site and including labour charges and all other incidental charges curing etc, complete complying with standard specification. For foundation, basement.

Refilling the excavated soil (other than sand) complying with standard specification for filling in foundation and as directed by the departmental officers.

Clearing light jungle work for alround and above sannathi and side structures of Sannadhis, walls etc as directed by the departmental officers.

Sub Total

V.GOPALAKRISHNAN (BID ID -1316710)