Hindu Religious And Charitable Endowments Tender
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Hindu Religious And Charitable Endowments - HRCE Tender
Civil And Construction
Building Construction
Eprocure
Opening Date14 May 2025
Closing Soon27 May 2025
Tender Amount₹ 2,82,53,702
Technical
Technical
Financial
Class Of Bidder
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The eligible class required by a bidder to participate in the tender is "Appropriate class contractor" or "Class of Contractor with a monetary limit".
Technical Capacity
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The required prior work experience for the bidder varies based on the contract value. For contracts above Rs.1,00,000/- and upto Rs.5.00 lakhs, the bidder should have one diploma holder in Civil Engineering or not less than one retired junior engineer. For contracts above Rs.5.00 lakhs and upto Rs.10.00 lakhs, the bidder should have one B.E., (Civil) or equivalent degree holder, or not less than one retired sub Divisional officers AEE/ADE, or one Diploma holder with three years experience. For contracts above Rs.10.00 lakhs and upto Rs.25.00 lakhs, the bidder should have one B.E., (Civil) with 3 years experience plus one Diploma holder in Civil Engineering, or equivalent degree holder with 3 years experience plus one Diploma holder in Civil Engineering, or not less than one retired Sub-Divisional officer plus one diploma holder in Civil Engineering, or two Diploma Holder in Civil Engineering with 3 years and 5 years experience respectively. For contracts above Rs.25.00 lakhs and upto Rs.50.00 lakhs, the bidder should have one B.E., (Civil) with 3 years experience plus two Diploma holder in Civil Engineering, or one B.E., (Civil) with 3 years experience plus two retired junior Engineering, or equivalent degree holder with 3 years experience plus two Diploma holders in Civil Engineering / twos retired junior engineers, or one retired Sub Divisional Officer (AEE or ADE) plus two Diploma Holders in Civil Engineering, or one retired Sub Divisional Officer (AEE or ADE) plus two retired Junior Engineers. For contracts above Rs.50.00 lakhs, in addition to the technical personnel proposed for values above Rs.25.00 lakhs, the bidder should have three years experience. The value and percentage of similar works completed are not explicitly mentioned, but the contract requires the contractor to complete the works in 12 months with the following milestones: - 10% of the work to be completed in the first 2 months
- 10% of the work to be completed in the next 2 months
- 20% of the work to be completed in the next 2 months
- 20% of the work to be completed in the next 2 months
- 20% of the work to be completed in the next 2 months
- 20% of the work to be completed in the last 2 months No specific amount is mentioned for similar works completed.
Costs
EMD
₹ 1,51,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Repair And Resetting Of Sannathy
Description
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Contact
Tender Id
2025_HRCE_558057_1Tender No
480591/2024/Q1Tender Authority
Hindu Religious And Charitable Endowments ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Labour charge for removing the existing damaged brick work from moolavar (Lime sannathi including removing all debris from the site of work.
15.8
288
4562.25
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Removing the undulated and dislodged stone elements like wall stones and pavukkal from moolavar sannathi and stacking it for later use, including cost and conveyance of labour, handling and etc., all complete complying with standard specification.
286
2165
619190
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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.
618.8
219
136043.18
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Earth work excavation for foundation 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 and additional 1 metre lift and clearing and levelling the site, etc., complete complying with standard specification.
160.8
219
35351.880000000005
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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.
107.1
1475
157990.707
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Lime concrete 1:4:8 (one part of lime, four part of sand and eight part 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 in respects complying with relevant Std, Specification and as directed by the Dept, Officers.
57.95
4759
275830.41000000003
... More
Random Rubble masonry work in lime mortar 1:2 (One part of lime andtwo part of 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.
-
-
-
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Foundation & basement
364.1
5569
2027709.3100000003
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Ground floor
93
5655
525997.77
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Supply of cut stone for carrying out moolavar sannathi and nandhi mandapam & balipeedam structures of wall, thoon, bothiyal, uthiram, pavukkal and nilaikkal etc., complete complying with standard specifications.
-
-
-
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Temple structures upto 5 feet length -Thirumadhil (compound wall) [Wall stone]
121.65
20933
2546521.347
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Temple structures upto 10 feet length -Pillar (column)
3.25
25233
82007.835
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Temple structures upto 5-feet length Pillar (column)
0.4
20933
8373.272
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Temple structures upto 5 feet length Uthiram (Beam)
1.2
20933
25119.816
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Temple structures above 5-feet and upto 10-feet length-Uthiram (Beam)
2.1
25233
52989.678
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Temple structures above 10-feet and upto 14-teet length - Uthiram (Beam)
2.1
34193
71805.678
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Temple structures above 10 feet length -Pavukkal (Ceiling stone)
21
34197
718140.78
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Temple structures upto 5-feet length -Pavukkal (Ceiling stone)
0.45
20933
9419.931
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Temple structures upto 14-feet length -h-Nilaikal (Door frame)
1.5
34193
51289.770000000004
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Refixing the removed stone elements like wall stones and pavukkal from moolavar sannathi including labour, handling and fixing etc., all complete complpying with standard specification.
286
3467
991562
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Dressing and fixing charges for new cut stones for wall, thoon, bothiyal, uthiram, pavukkal and nilaikkal excuding the cost of cut stones but including cost of labour and all complete.
-
-
-
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Dhindu course
93
7674
713695.02
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Kandam
3.95
18847
74448.21750000001
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Vedhikai / Padama jagathi
4.25
18180
77267.2525
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Stambam
35.5
21208
752917.015
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Kudam
7.2
29613
213219.144
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Kudam & palagai
6.9
29613
204335.013
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Veerakandam & bothiyal
4.2
31335
131608.59600000002
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Pristharam
23
20841
479351.74000000005
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Kabotha vari
16.9
20919
353542.93
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Viyazhavari
13.6
19004
258460.11199999996
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Ulvari-Inner wall
51
7674
391381.14
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Thoon
32.9
21210
697815.909
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Bothiyal
7.9
20543
162290.41100000002
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Uthiram
19.6
20844
408549.84800000006
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Paavukkal
79.65
8481
675522.801
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Kodungai
9.8
41557
407262.324
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Nilaikkal
5.1
16217
82709.60699999999
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Steps
0.9
8481
7633.026
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Handrail
2.3
8481
19506.621999999996
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Upapeedam Chitravanam
2
10773
21546.04
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Upapeedam Padma Jagathi
1.45
19047
27618.8025
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Kumuthagam
1.5
20381
30572.550000000003
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Aswapatham
0.58
21210
12301.927599999999
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Filling of core wall of two leaf stone wall dismantling and re-fixing portion with brick work in lime mortar 1:2 (one part of lime and two part of sand)using Country bricks size 8-3/4"x4 1/4"x2 3/4" including c cost and conveyance of all materials and labour charges and all other incidental charges etc complete complying with standard specification.
45
5841
262865.25
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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 part of lime and one a.) point five part of sand)
-
-
-
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Outer (Single line Dressing )
274.36
4780
1311605.4160000002
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Inner (Three Line Dressing)
59.14
7459
441172.57200000004
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Weathering course concrete with broken jelly 20mm size and pure slaked lime over roof slab of moolavar sannathi, 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.
20.8
4003
83270.512
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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 two percent by weight of cement used etc, complete with standard specifications.
78
1230
95946.23999999999
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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 up to 25' 0" (7.62m) (excluding kalkaram)
96
14492
1391258.8800000001
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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. for kalkaram
-
-
-
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Vimanam/gopuram of ht. Up to 25'0" (7.62m) excluding Kalkaram
125
5180
647537.5
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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.
64
266
17079.04
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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" (4.57m) height
473.7
282
133583.4
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Vimanam/ Gopuram upto 25'-00" (7.62m)ht
85
378
32130
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Supplying and filling in foundation and basement with filling M-sand in layers of 150mm thickness well watered rammed and consolidated complying with relevant std specification including cost of supplying filling M-sand.
21.13
1475
31181.7523
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Cement concrete 1:5:10 (One part of cement five part of M-sand and ten part 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
21.77
5003
108924.88879999999
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Random Rubble masonry work in cement mortar 1:5 (One part of cement and five part 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.
41.75
5572
232635.17500000002
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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 Rce 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 vibrators, 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
-
-
-
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Foundation and basement
41.2
8344
343799.58
... More
Ground floor
9.28
8604
79848.08959999999
... More
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.
-
-
-
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Foundation & basement
161.6
931
150465.76
... More
Column
192
1242
238579.19999999998
... More
Roof beam and slab
14.5
1035
15014.75
... More
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)
48.61
8988
436923.6935
... More
Brick masonry cement mortar 1:4 (one part of cement and four part of M-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
-
-
-
... More
Kalkaram Upto 15'0" (4.57m) for Sannathi
26.55
11044
293234.39550000004
... More
Vimanam/Gopuram of height up to 15'0" (4.57m) (excluding kalkaram)
8.93
14049
125458.82019999999
... More
Providing Vargapoochu over the corewalls of Vimanams/Gopurams, with Cement Mortar 1:3 (one part of cement and three part of M-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 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
-
-
-
... More
kalkaram
81.3
3184
258893.346
... More
Vimanam/gopuram of ht. Up to 15'0" (4.57m) excluding Kalkaram
29.4
3964
116544.246
... More
Brick work in cement mortar 1:5 (one part of cement and five part of sand) using Country bricks size 8-3/4"x4 1/4"x2 3/4"including cost and conveyance of all materials and labour charges and all other incidental charges etc complete complying with standard specification.
83.4
5720
477106.38
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Plastering with Cement mortar 1:5 (one part of cement and five part of M-sand), 12mm thick including cost and conveyance of all materials and all labour charges, curing etc,complete complying with standard specifications.
699.8
267
186860.59599999996
... More
Special plastering for R.C.C. slab beam and sunshades with Cement mortar 1:3 (one part of cement and three part of M-sand), 10mm thick including cost and conveyance of all materials and labour charges, curing etc. complete complying with standard specifications.
66.81
308
20598.1911
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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 (S.I. No 358)
1300.4
250
325230.04000000004
... More
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
-
-
-
... More
Door size 1.16m x 1.78m
4.2
37000
155400
... More
Door size 1.22m x 2.83 m
3.5
56300
197050
... More
Door size 1.64m x 2.83m
4.65
135000
627750
... More
Supplying and fixing teak wood stem for gopuram kalasams and moolavar vimanam slab including required materials, labour charges for making and etc., all complete
4.42
114459
505908.77999999997
... More
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.
32.2
215
6923.000000000001
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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.
425.2
105
44794.82
... More
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 zinc oxide primer in all floor etc, complete complying with standard specifications with one coat zinc chromide primer over priming coat.
17.45
234
4099.8775
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Sub total
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