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| 1 | Earth work excavation for foundation (for narrow excavation) in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. |
| 2 | Supplying and filling in foundation, basement, etc with filling crushed stone sand (M-Sand) in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. |
| 3 | Cement concrete 1:5:10 [One of cement five of M-sand and ten of HBG jelly )for foundation using 40mm gauge HBG jelly inclusive of shoring strutting and baling out water where ever necessary ramming curing etc., complete as per Std, Specification and as directed by the Dept, Officers |
| 4 | Random Rubble masonry work in CM 1:5 (One of cement and five of M-sand) Using selected stones and bond stones in foundation and basement including dewatering wherever necessary proper setting, curing etc., complete in all respects complying with relevant standard Specifications. |
| 5 | Providing and laying position, Standardised concrete mi M-20 Grade in accordance with IS 456-2000, using 20mm and down graded hard brocken granite stone jelly for all Rec items of works with minimum cement content of 3250 kg/cum and maximum water cement ratio of 0.55, inculding admiture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retart setting of concrete, improve workablity without imparing strengh and durability with about (5 cum)7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m)5156 kg of 10-12 mm machine crushed stone jelly and with about(4.79 cu.m)7670 kg of M-sand, but eculding cost of reinforcement grill and fabricating charges, centering and shuttering and also inculding laying, vibrating with mechanical vibrtors, finishing, curing,etc,complete complying with standred specification and ass directed by the departmentel officers.the coarse and fine aggregates to be used shoul comply with the requirments of IS standreds. (No separate payment will be made by the Department for the excess usage of materials.) |
| 6 | for foundation basement |
| 7 | above ground level |
| 8 | Centering for sides and soffits of Rcc slabs of plain surface like lintels, beams, etc., including strutting 3M hight using MS sheets of size 90cmx60cm and BG 10 stiffened with MS angles of size 25x25x3mm laid over silver oak (C.W) joists of size 10x6.5cm (spaced at about 90cm c/c) and supported by casurina prop. 10cm to 13cm dia (spaced of 75cm c/c) complying with standard specification and directed by the Dept, Officers. 10sqm. |
| 9 | for foundation basement |
| 10 | above ground level |
| 11 | Supplying fabrication and placing in possition of MS or RTS bars for all RCC works including cutting bending and placing in position and also the cost of binding wire also etc., complete. (SS NO 134) |
| 12 | Supply of cut stone for carrying out Garpagraham, Arthamandapam, Maha Mandapam, Thirumathil and other Temple Structures upto 10 feet length, etc.,complete in respects complying with relevant Std, Specification and as directed by the Dept, Officers.etc, complete with standard specifications. |
| 13 | Labour charges for Dressing & Fixing the Cut stone for 3 line dressed on all face set in Cement Mortar 1:3 including handling charges cost of tools and fixing in position etc., complete with standard specifications. |
| 14 | upapeeda upana vari |
| 15 | kandam vari |
| 16 | pattikaivari |
| 17 | adhistana pathma vari |
| 18 | kandam vari |
| 19 | kapothaga vari |
| 20 | vedhigai vari |
| 21 | kal vari |
| 22 | kalasam vari |
| 23 | kudam, palagai vari |
| 24 | veerakandam,pothiyal vari |
| 25 | kal inner vari |
| 26 | thinnai upanam |
| 27 | thinnai kandam |
| 28 | thinnai pattikai |
| 29 | center wall |
| 30 | steps side wall |
| 31 | steps wall |
| 32 | nilaikkal |
| 33 | uthiram vari |
| 34 | inner uthiram |
| 35 | inbetween uthiram |
| 36 | paavukkal |
| 37 | flooring for rajagopuram |
| 38 | flooring for Thinnai North Side |
| 39 | flooring for Thinnai South Side |
| 40 | pathma vari |
| 41 | kumuthagam vari |
| 42 | kapothagam vari |
| 43 | thoon (pillar) |
| 44 | pothiyal |
| 45 | uthiram vari |
| 46 | pavukkal |
| 47 | upapeeda upana vari |
| 48 | kandam vari |
| 49 | pattikaivari |
| 50 | adhistana pathma vari |
| 51 | kandam vari |
| 52 | kapothaga vari |
| 53 | vedhigai vari |
| 54 | kal vari |
| 55 | kalasam vari |
| 56 | kudam, palagai vari |
| 57 | veerakandam, pothiyal vari |
| 58 | kal inner vari |
| 59 | thinnai upanam |
| 60 | thinnai kandam |
| 61 | thinnai pattikai |
| 62 | center wall |
| 63 | steps side wall |
| 64 | steps wall |
| 65 | nilaikkal |
| 66 | uthiram vari |
| 67 | inner uthiram |
| 68 | inbetween uthiram |
| 69 | paavukkal |
| 70 | flooring for rajagopuram |
| 71 | flooring for thinnai -north side |
| 72 | flooring for thinnai south side |
| 73 | kapothgam |
| 74 | vyalam |
| 75 | pathma vari |
| 76 | kumuthagam vari |
| 77 | kapothagam vari |
| 78 | thoon (pillar) |
| 79 | pothiyal |
| 80 | uthiram vari |
| 81 | pavukkal |
| 82 | Supplying & fixing Teak wood temple type door including all materials, labour charges for manufacturing and fixing in position including all furniture fittings etc complete with std. Specifications rajagopuran door |
| 83 | Weathering course concrete with broken jelly 20mm size and pure slaked lime over RCC roof slab, the proportion being 32:12.5 for required depth of 80mm for giving required slope and thickness of roof on required, well beaten with wooden beater etc, complete with standard specifications. munmandapam roof top |
| 84 | Finishing the top of roof with one course of machine pressed tiles 20cmx 20cmx20mm of approved quality laid in cm 1:3,12mm thick mixed with water proofing compound 2% by weight of cement used etc, complete with standard specifications. munmandapam roof top |
| 85 | Brick masonry Cement Mortar 1:4 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 Cup, upto 25 height) for gopuram |
| 86 | Providing Vargapoochu over the corewalls of Vimanams / Gopurams, with Cement Mortar 1:4 complete including shaping the mukhapathram, mahanasi, Koodu all ornamentals works to proper shape by embedding broken bricks of shaped/chiseled bricks, rough-plastering with Cement Mortar 1:4and 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 including all extra for folding and including clearing from the vimanams/gopurams 100sft superficial area for kalkaram for gopuram |
| 87 | Providing new sudhai vigrahams in the vimanams and Rajagopurama with Copper rod reinforcement of suitable dig with binding wires wherever, necessary, shaping the core with broken bricka set in GM-13 linishing the same with CM-1-13 bringing to the correct shape (Lakshana) in conformist with silpa sastra inclusive of special ornaments, weapons, peedam etc., complete and providing - 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 lifting of materials etc., complete including Exterior Emulsion 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 in provided the rate with peetam may be adopted as detailed hereunder) Sudhai Size 2\"6\" upto 316\" Ist nilai thisamoorthi |
| 88 | Ist nilai thisamoorthi |
| 89 | 2nd nilai thisamoorthi |
| 90 | kandam thisamoorthi |
| 91 | kandam garudalwar |
| 92 | Painting with multicolour (Panchavarnam) good water based exterior emulson paints complete for the Vinamans/Gopurams, including cost and conveyance of all materials, lobour charges including Artist painter, working in heights, lifting of material, cost of brushes etc, complete-which including all extra for foldings-100sft, superficial area. for gopuram |
| 93 | Scaffolding charges for Vimanans and gopurams with casurina posts coconut or plam trees wherever necessary for main, form work and providing with Non Flamable Shaded coverings, providing ladder arrangements, country wood plant for working, inspection etc, complete hire charges only for erection, maintenance and removing the same on completion of the work1 sq,ft. |
| 94 | GST Amount for providing Service to Government Contract Works for the above ConstructionWorks. 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) Please Enable Macros to View BoQ information |
