Hindu Religious And Charitable Endowments Tender
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Hindu Religious And Charitable Endowments - HRICE Tender
Civil And Construction
Building Construction
Eprocure
Opening Date24 May 2025
Closing Date10 Jun 2025
Tender AmountRefer Documents
Costs
EMD
₹ 1,04,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dismantling And Re- Construction Of Moolavar Sannathi, Ambal Sannathi, Subramaniyar Sannathi, Construction Of Thirumadhil And Laying Cut Stone Flooring In Temple Praharam Of Arulmigu Arulaleeswarar Temple At Azhisoor Village, Uthiramerur,kancheepuram
Description
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Contact
Tender Id
2025_HRCE_517202_2Tender No
01/2025Tender Authority
Hindu Religious And Charitable Endowments ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Labour charge for removing the existing damaged brick work from moolavar sannathi, subramaniyar and ambal sannathi, including removing all debris from the site of work etc., all complete complying with standard specification.
46.9
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Removing the undulated and dislodged stone elements like wall stones, pavukkal, uthiram, bothiyal, thoon and floor slabs from sannathi and stacking it for later use, including cost and conveyance of labour, handling and etc., all complete complying with standard specification.
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Wall stones
245
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Uthiram,Bothiyal,Thoon
6.4
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Cut stone slabs
29
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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.
584
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Supplying and filling in foundation and basement with filling sand in layers of 150mm thickness well watered rammed and consolidated complying with relevant std specification including cost of supplying filling sand.
93.6
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Lime concrete 1:5:10 (one part of lime, five part of sand and ten part of hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification.
50
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Random Rubble masonry work in Lime mortar 1:2 ( One of lime and two of sand) using hard rough 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.
276.2
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Supply of new stone for carrying out stones like walls, pavukkal thoon and uthiram including cost and conveyence etc., all complete.
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Temple structures upto 5-feet length
100.1
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Temple structures above 5-feet upto 10-feet length
12.2
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Dressing charges for new stones on sannathi including cost of labour excluding cost of stones etc., all complete complying with standard specification.
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Dhindu course
85
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Dhindu course
18
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Chitravanam
1.1
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Kandam
2.5
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Jagathi
2.2
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Kumuthagam
2.4
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Kandam/Pattial/Kandam
3.5
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Vedhigai/Padma Jagathi
2
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Stambam
48.6
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Azhagumalai
0.8
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Kudam
1.5
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Kudam & Palagai
2.7
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Veerakandam& Bothiyal
2.2
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Pristharam
43
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Kabothagam
20.8
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Viyazhavari
14.1
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Ulvari-Inner veneering wall
36.2
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Thoon
3.1
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Bothiyal
1.2
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Pavukkal
45.1
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Nilakkal
12.1
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Fixing charges for old and new stones on sannathi including cost of labour cost excluding cost of stones etc., all complete complying with standard specification.
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Dhindu course
85
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Dhindu course
18
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Chitravanam
3.4
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Kandam
8.3
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Jagathi
7.2
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Kumuthagam
8
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Kandam/Pattial/Kandam
11.4
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Vedhigai/Padma Jagathi
5.7
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Stambam
106.8
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Azhagumalai
1.9
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Kudam
3.7
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Kudam & Palagai
5.4
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Veerakandam& Bothiyal
4.3
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Pristharam
66.4
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Kabothagam
30.1
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Viyazhavari
18.9
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Ulvari-Inner veneering wall
115.4
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Thoon
31
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Bothiyal
5.9
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Pavukkal
87
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Nilakkal
12.1
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Labour charges for Pointing the Cut stone masonary work with lime mortar 1:1.5 (one lime and one and half sand)excluding cost and conveyance of cut stone but including all labour charges scaffolding etc complete with standard specifications.
588
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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 lobour charges for paving and Pointing With lime mortar 1:1.5 (one lime and one and half sand) etc complete.
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Single line dressing
244.5
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Three line Dressing
12.6
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Filling the core wall for two leaf stone wall dismantling and re-fixing portion with brick work in lime mortar 1:2 using Second class ground moulded Chamber bricks size 9" x 43/8" x 23/4" inclusing cost and conveyance of all materials and labour charges and all other incidental charges etc complete comlpying with standaerd specification.
26.6
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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.
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Vimanam/Gopuram upto 15'-00'' ht
508
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Brick masonry lime mortar 1:2 (one part of lime and two part of sand) using Second class ground moulded Chamber bricks size 9" x 43/8" x 23/4" 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.
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Vimanam/Gopuram of height upto 15'-00'' (excluding kalkaram)
67.4
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Providing Vargapoochu over the corewalls of Vimanams / Gopurams, with lime mortar 1:1.5 (one part of lime and one point five part of sand) complete including shaping the mukhapathram, mahanasi, Koodu all ornamentals works to proper shape by embedding broken bricks of shaped/chiseled bricks, rough-plastering with lime mortar 1:1.5 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 including all extra for folding and including clearing from the vimanams/gopurams 100sft superficial area.
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Vimanam/Gopuram of height upto 15'-00'' (excluding kalkaram)
99.9
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Brick work in lime mortar 1:2 (one part of lime and two part of sand) using Second class ground moulded Chamber bricks size 9" x 43/8" x 23/4" including cost and conveyance of all materials and labour charges and all other incidental charges etc completc complying with standard specification.
120.1
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Plastering with lime mortar 1:1.5 (one part of lime and one point five part of sand), 12mm thick including cost and conveyance of all materials and all labour charges, curing etc,complete complying with standard specifications.
748
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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 Rcc 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 as 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.)
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Ground floor
0.35
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First floor
0.7
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Second floor
1.2
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Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
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Roof beam & slab
7
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Supplying, fabricating and placing in position Mild Steel / Ribbed Tor 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)
2.8
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Special plastering for R.C.C. slab beam and sunshades with Cement mortar 1:3 (one part of cement and three part of sand), 10mm thick including cost and conveyance of all materials and labour charges, curing etc. complete complying with standard specifications.
3.25
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Painting two coat with approved water based Exterior Emulsion over the cement plastered wall surface, ceiling and other new surface including clearing preparing the surface curing in all floors including brushes etc., complete as per specification. -10 m 2
972.5
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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.
31.9
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Finishing the top of roof with one course of machine pressed tiles 20cmx 20cmx20mm of approved quality laid in lime mortar 1:1.5 (one part of lime and one point five part of sand), 12mm thick mixed with water proofing compound 2percent by weight of cement used etc, complete with standard specifications.
81
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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
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Considering door size 1.18m × 2.13m =2.51 Sqm
2.6
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Considering door size (0.91m × 2.03m)
1.9
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Considering door size 0.70m × 1.28m =0.90 Sqm
2.6
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Supplying and fixing teak wood stem for gopuram kalasams and window openings in each tiers including required materials, labour charges for making and etc.,all complete.
0.12
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Varnishing the new wood work with two coats of Varnish of good quality and color over one coat of primer over new wood work include costs of all materials, brushes charges etc, complete complying with standard specifications.
19.2
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Supplying and fixing mild steel grill Gate including cost conveyance of all materials and fixing in position including priming coat etc complete with standard specifications.
189
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Painting new iron works such as gate, steel doors windows ventilators with two coats of approved quality and color of synthetic enamel paint over the existing red oxide primer in all floor etc, complete complying with standard specifications.including one coat zinc chromide primer
4.75
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sub total
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GST 18%
1
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