Hindu Religious Institutions And Charitable Endowments Tender
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Hindu Religious Institutions And Charitable Endowments - HRICE Tender
Civil And Construction
Building Construction
Eprocure
Opening Date14 Feb 2025
Closing Date5 Mar 2025
Tender Amount₹ 2,33,61,000
Technical
Technical
Technical Capacity
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The required prior work experience for the bidder varies based on the value of the contract. For contracts valued:
- Above Rs.1,00,000/- and upto Rs.5.00 lakhs, no specific prior work experience is mentioned, but the bidder should have either one diploma holder in Civil Engineering or not less than one retired junior engineer.
- Above Rs.5.00 lakhs and upto Rs.10.00 lakhs, the bidder should have either one B.E., (Civil) or equivalent degree holder, or not less than one retired sub Divisional officer AEE/ADE, or one Diploma holder with three years experience.
- Above Rs.10.00 lakhs and upto Rs.25.00 lakhs, the bidder should have either 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.
- Above Rs.25.00 lakhs and upto Rs.50.00 lakhs, the bidder should have either 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 / two 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.
- Above Rs.50.00 lakhs and upto Rs.100.00 lakhs, the bidder should have either two B.E., (Civil) or Equivalent degree in civil with 5 years experience, plus two Diploma holders in Civil Engineering, or two B.E., (Civil) or Equivalent degree in civil with 3 years experience, plus two Diploma holders in Civil Engineering. No specific information is available on the value and percentage of similar works completed.
Costs
EMD
₹ 1,27,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Reconstruction Of Arulmigu Govindaraja Perumal (sayana Perumal) Sannathy, Arulmigu Anjeneyar Sannathy In Stone Structure, Munmandapam, Construction Of Madapalli, Cutstone Flooring And Renovation Of Rajagopuram In Arulmigu Venkatramana Swamy Temple
Description
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Contact
Tender Id
2025_HRCE_524951_1Tender No
30/2024-2025Tender Authority
Hindu Religious Institutions And Charitable Endowments ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
Tender Documents of special attention and instructions to tenderers, Tender form and condition, Tender Notice, Schedule A, Extract of Amendment, Special Conditions, Schedule B, Schedule C with General conditions of Contract
BOQ Items
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Dismantling cut stone slab in terrace and clearing carefully away., from site and stacking the material useful for re-use if etc complete complying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : 16&17)
15.5
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Dismantling cut stone pillar thani thun ,uthiram ,bodhiyal clearing carefully away., from site and stacking the material as directed useful for re-use if etc complete complying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : 16,17 &special)
20
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Scraping the old plastering surface of vimanams/ wall carefully including isolated bricks or brick work without damaging the vari vargams, racking out the joints, cleaning the surfaces with water including all working in heights, hire charges for special tools, brushes etc complete complying with standard specification and as directed by the departmental officers. (TNBP. Specification.No : Special)
68
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Labour charges for removing the old stone floor ,etc complete complying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : 16,17 &special)
866
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Earthwork excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, baling out water wherever necessary, refilling the foundation with excavated earth and depositing the surplus earth within compound in places shown by the departmental officers with an initial lead of 10 metre and initial lift of 2 metre and clearing and leveling the site etc., complete complying with standard specification and as directed by the departmental officers. SS20 B.(TNBP. Specification.No : 23)
383.49
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Supplying and FILLING GRAVEL in 'foundation and basement in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification and as directed by the departmental officers(TNBP. Specification.No : 6,24 &25)
5.5
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Supplying and filling in foundation, basement, etc with filling crushed stone 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.(TNBP. Specification.No : 24,25)
292
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Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight 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 and as directed by the departmental officers.(TNBP. Specification.No : 28)
20
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Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten 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 and as directed by the departmental officers.(TNBP. Specification.No : 28)
25
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Random Rubble masonry work with cement Mortar 1:5( One of cement and five of M.sand) mix using selected new rough stones and Bond stones in including simulataneous frush pointing with same cemant mortar with proper setting,curing,etc., complete complying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : 35-H )
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For foundation and basement
162
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For super structure(Ground Floor)
28
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Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 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 crushed stone 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).(TNBP. Specification.No : 30)
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a)For foundation and basement
35.5
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b) for Super Structure(Ground floor)
6
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Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation.and as directed by the departmental officers (TNBP. Specification.No : 72,86) (Payment for centering shall be given after the concrete is laid)
61.5
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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)(TNBP. Specification.No : 72,86)
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For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.
27
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For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.
36.5
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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)(TNBP. Specification.No : 86&86A)
45.5
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Brick work in cement mortar using best quality II nd class chamber bricks using Country Bricks of size 9" x 4-3/8" X2-3/4"" in Cement Mortar including curing neat finishing, etc., complete complying with standard specifiction.and as directed by the departmental officers(TNBP. Specification.No : 31-C)
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For foundation and basement in cement mortar 1:5 (one of cement , five of m.sand)
4
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For super structure(Ground Floor)in cement mortar 1:6(one of cement and of six of m.sand)
4.5
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Brick partition walls of 10.80cm thickness using best quality country bricks of size 8-3/4" x 4-1/4" x 2-1/4" in Cement Mortar 1:3 (One Cement and Three crushed stone Sand) using hoop iron reinforcement if found necessary including curing etc. complete and as directed by the departmental officers. (Hoop iron reinforcement will be measured and paid for separately) For super structure in Ground Floor(TNBP. Specification.No : 31-C)
4.1
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Supply of cut stone roughly dressed ,shaped quality and required size including cost of conveyance charge charges etc., complete complying with standard specifiction.and as directed by the departmental officers(TNBP. Specification.No : special and similar to 35)
-
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cut stone roughly dressed for kalkaram vari vargams (Length above 10'0" and upto to 14'0" )
114.8
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cut stone roughly dressed for pillar ,pavukkal,uthiram and nilaikal (length above 10'0" and upto 14'0" )
66
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Labour charges for dressing and fixing cut stone chitravanam to viyala vari 3 line dressed on all face set in cement mortar 1:3 (One of cement and three of m.sand) including handling charges cost of tools and fixing in position etc., complete complying with standard specification and as directed by the departmental officers(TNBP. Specification.No : special and similar to 35)
-
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chitra vanam
168.5
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Upapeeda Padma Jagathi
88.5
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Kandam
151.26
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Kabothagam
93
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Padma Jagathi
196
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Kumuthagam
196
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Pattiyal
194
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Aswapatha vari
428
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Kal Vari I
262.5
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Kal Vari II
262.5
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Kalasa vari
136
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Palagai vari
127
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Bothiyal vari
171
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Kabothagam
315.5
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Vyalavari
99
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Pillar
115
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Kudam palagai
36
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Pristharam Uthiram vari
339.5
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Paukkal (roof)
471
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Nilaikal
224
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Inner course (ul vari)
1476
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Core brick work in special grinding Lime mortar 1:2 (one of lime and two of m.sand)using chamber burnt II class brick size 9"X4 3/8" X 2 3/4" including all varivargam,moulds ,sthumpam , mugapathram,koodu,nasi and all ornamental brick work complete all agarai,karnakoodu etc.,farming core wall of vimanam complete including cost of cement and conveyance of material including cost of cement ,all the labour charges including including making pathies,shaping of bricks,lifting of all material to required height,curing and all etc.,for working in height etc.,complete-100 cft-25'0" etc.complete complying with standard specifications and as directed by the departmental officers. (Height upto 25'0") (The lime used should be sourced from Pollachi which is highly iron fortified and suitable for structural and masonry works.) (TNBP. Specification.No : 31-A)
46
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Providing Vargapoochu over the corewalls of Vimanams / Gopurams, with Lime Mortor1:2 ( One of lime and two of sand ) with special grinding with gallnut jaggary etc complete including shaping the mukhapathram, mahanasi, Koodu all ornamentals works to proper shape by embedding broken bricks of shaped/chiseled bricks, rough-plastering with special grinding Lime Mortor1:2 ( One of lime and two of sand ) and finishing with final ornamental plastering and nayam theervai 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. etc.complete complying with standard specifications and as directed by the departmental officers. (TNBP. Specification.No : Special) (Height upto 25'0") (The lime used should be sourced from Pollachi which is highly iron fortified and suitable for structural and masonry works.)
75
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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 lime morter 1:1.5 ( one lime ,one and half M.sand ) finishing the same with special grinding lime morter 1:1.5 ( one lime ,one and half M.sand ) bringing to the correct shape (Lakshana) in conformist 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 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 is provided the rate with peetam may be adopted as detailed hereunder) (TNBP. Specification.No : Special)
18
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Painting with multy colour good plastic emulsion paint (panchavarnam) complete for the gopuram including cost and conveyance of all materials ,labour charges including artist painter working in heights,lifting of materials ,cost of brushes etc.,complete complying with standard specification and as directed by the departmental officer which include all extra for folding 100 sft.superficial area (TNBP. Specification.No : 66,66-A)
182
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Providing Scaffolding charges for Vimanams and Gopurams with casurina posts coconut or palm trees wherever necessary for main, form work and providing with net lawn/PVC mesh coverings, providing ladder arrangements, country wood plank for working, inspection etc. complete, hire charges only for erection, maintenance and removing the same on completion of the work. etc complete complying with standard specification and as directed by departmental officers. (TNBP. Specification.No : 72)
579.5
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Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone sand and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)(TNBP. Specification.No : similar to 39-G)
75.5
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Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no crushed stone sand to be used) to the proportion of brick jelly to lime being 32:12.5 by volume and laid over the RCC roof slab in a single layer of required slope and finished by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers. Second Floor(The lime used should be sourced from Pollachi which is highly iron fortified and suitable for structural and masonry works.)(TNBP. Specification.No : 27)
15.5
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Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers(TNBP. Specification.No : 44-H)
82
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supplying and fixing of steel door of suitable size using outer frame 40x40x6mm and M.S. angles and shutters using 35x35x6mm angles covered with 18-gauge C.R. sheet with stiffeners with 25 x 3mm M.S flats including tower bolts clamps and locking arrangements wind applaiancess with one coat red oxide painting etc., including fixing the walls if necessary etc.,complete complying with standard specification and as directed by the departmental officers (TNBP. Specification.No : 86&86A)
2.5
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supplying and fixing of steel door of suitable size using outer frame 40x40x6mm and M.S. angles and shutters using 35x35x6mm angles covered with 18-gauge C.R. sheet with stiffeners with 25 x 3mm M.S flats including tower bolts clamps and locking arrangements wind applaiancess with one coat red oxide painting etc., including fixing the walls if necessary etc.,completecomplying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : 86&86A)
2
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Supplying and fixing in position of cuddapah slabs of 25 mm thick including laying in position with cement mortar 1:3(one of cement and three of m.sand) -20 mm thick and top rubbed to smooth etc., complete complying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : 39)
4
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Paving the floor with kota green slab of size 58 x 58 of 2 cm (un-polished) in all floors laid in of cement mortor 1:3 (one cement three crushed stone sand), 20mm thick and pointed withrequired colour cement neatly including polishing with polishing stone and oxalic acid etc., so as to perfectly smooth and glossy and including hire charges for polishing machine and power consumption charges etc. The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification. and as directed by the departmental officers(TNBP. Specification.No : 39)
16
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Dadooing with design ceramic tiles of size 300X450X8 mm in all floors in Cement Mortar 1:2 (One of Cement and Two of crushed stone sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : special)
3
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Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over one coat of priming coat with approved primer in all floors excluding cost of priming coat etc., complete complying with standard specification. (The make, quality and colour of paint should be got approved by the Executive Engineer before use on works.)(TNBP. Specification.No : similar to 66&66A)
10
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Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three Plastering Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers (TNBP. Specification.No : 56&57)
27
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Plastering the surface of walls with Cement Mortar 1:3 (One cement and Three plastering sand), 12mm thick in all floors including neat finishing curing etc., complete complying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : 56&57)
7.5
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Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 20mm thick in all floors including neat finishing curing etc. complete complying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : 56&57)
35
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Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 12mm thick in all floors including neat finishing curing etc. complete complying with standard specification and as directed by the departmental officers.(TNBP. Specification.No : 56&57)
250
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Painting two coats of newly plastered wall surface withWater based Exterior emulsion paint of first class quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, and including necessary plaster of paris putty, wherever required etc., complete complying with standard specification.(the make ,quality and colour of paint should be got approved by the Executive engineer before use of work)(TNBP. Specification.No : similar to 66&66A)
284.5
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Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessry PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of "U" clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification.and as directed by the departmental officers(TNBP. Specification.No : special)
3.5
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Supplying & fixing best high quality well seasoned Vengai wood temple pattern ornamental door in various sizes and required height with 2'' minimum and 7'' maximum thick ornamental frames 2"thick to 5" thick kamala (flower plank)creeper birds ,animal ,fisture ,sculpture etc,back side 1" thick to 3" plank including nessary curing ,shaping wastage etc as per approved palns and design including all materials, labour charges for manufacturing and fixing in position including all furniture fittings etc complete complying with standard specifications and as directed by the departmental officials (TNBP. Specification.No : similar to 72&74 )
9.45
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Sub Total
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GST 18%
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