Hindu Religious And Charitable Endowments Tender
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Hindu Religious And Charitable Endowments Tender
Civil And Construction
Building Construction
Eprocure
Opening Date11 Dec 2024
Closing Date31 Dec 2024
Tender Amount₹ 53,80,000
Costs
EMD
₹ 36,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HRCE_509807_1Tender No
71/24Tender 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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Dismantling, clearing away for Floor finish and dadooing walls in cement mortar with mosaic tiles / glazed tiles / cuddapah slabs and clearing the debries as directed by the departmental officers.
87
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Dismantling clearing away the existing damaged weathering course and pressed tiles from the sannathi and removing all debries from the site of work and depositing the same in the place as shown by the departmental officers.
87
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Providing Vargopoochu over the corewalls of Vimanams/Gopurams, with lime mortar 1:1.5 complete including shapping the mukhapathram, muhanasi, koodu all ornamental works to proper shape by embdding broken bricks of shaped/chiselled bricks, rough-plastering with lime mortar 1:1.5 and finishing withfinal ornamental plastering and nayam theervani including cost and conveyance of all materials, labour, lifting of all materials, to all working heights, curing etc, complete including extra for Scaffolding and including clearing from the Vimanams/gopurams 100sft superficial for area.
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For Kalkaram
300
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For Vimanam upto 25'0"
120
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Plastering with Lime mortar 1:1.5, 12mm thick including cost and coveyance of all materials and all labour charges, curing, etc. complete in all floors complying with standard specifications
1203
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Weathering course concrete with broken jelly 20mm size and pure unslaked lime over RCC roof slab, the proportion being 32:12.5 (by volume) for required depth of 80mm for giving required slope and thickness of roof as required, well beatten with wooden beater using lime Jaggery galnut water etc, complete complying with standard specifications.
17.5
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Finishing the top of roof with one course of machine pressed tiles 20cm x 20cm x 20mm of approved quality laid in CM 1:3, 12mm thick mixed with water proofing compound 2% by weight of lime used and pointing the same mortar with red oxide etc complete complying with standard specification.
86.5
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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.
1338
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Cleaning the stone surfaces with water such as wall stones, pillar, pothiyal, Uthiram, flooring and pavukkal from white wash/colour wash including cost of necessary soap/brushes labour charges for cleaning etc, complete as directed by the departmental officers.
137
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Pointing the cut stone flooring and masonry work with lime mortar 1:1.5 120mm thick excluding cost and conveyance of cut stone but including all labour charges scaffolding etc complete with standard specifications. The lime used which is highly iron fortified and suitable for structural and masonry works.
117.5
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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
5
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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)
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For slab
8.8
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Providing and laying in position, standardised concrete mix M-20 grade 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/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 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 (No separate payment will be made by the Department for the excess usage of materials).
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For Ground floor
1.5
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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)
160
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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 Lme mortar 1:3 with 20% cement finishing the same with Lime mortar 1:3 with 20% cement bringing to the correct shape (Laskshana) in conformfit with silpa sastra inclusive of special ornaments, wiapons, peedam etc,. complete and providing Combination mortar Nayam theervai wherver 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 cement painting 2 coats over a primary coat (one vigraham is accountable with one head, 4 hands with weapons, ornamental costumes etc., as per pathima lashans, Vigraham height is measurable from the crown top to bottom of foot only if peetam is pt/provided the rate with peetam may be adopted as detailed hereunder. complete all as specified and directed by the Executive Engineer.
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Sudhai of size 2'6"-3'6"
12
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Brick work in Lime mortar 1:2 (one lime two sand) using best quality of Country Bricks of size 8-3/4" x 4-3/8" x 2-3/4" for foundation and basement and super structure including curing, etc., complete complying with standard specification.
64.5
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Flooring with cut stone slab of size 600mm x 600mm and other sizes 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 Combination Mortar 1:1:5 etc., complete as directed by the departmental Officers.
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Three line dressing
22
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single line dressing
237
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Supplying and fixing teak wood temple type door using well seasoned best quality teak wood including wrought and put up all materials, labour charges and fixing in position including all furniture fittings making grows in the frame and door shutter for housing the shutter in frame etc complete with standard specifications. below 7' height
65
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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.
115
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Earth work open 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 and initial lift and clearing and levelling the site, etc, complete complying with standard specification.
32
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Supplying and filling in foundation, basement, etc with filling Msand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. Complete complying with standard specification.
36
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Plain cement concrete 1:5:10(one of cement five Msand and ten of aggregate) using 40mm gauge hard broken granite broken stone jelly for foundation and basement including dewatering wherever necessary and laid in layers of not more than 15cm thick wall rammed, consolidated and curing etc., Complete complying with standard specification.
7.5
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Sub Total
1
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GST 18%
1
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