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Public Works Department - PWD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date15 Oct 2024
Closing Date23 Oct 2024
Tender Amount₹ 2,05,06,931.02
Costs
EMD
₹ 2,05,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Desingu Raja Memorial - Ranipet
Description
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Contact
Tender Id
2024_PWD_487437_3Bid Award Id
ViewTender No
18/PAD/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Removing the existing vegetation growth in the Building by way of uprooting the plants manually and then drilling with power driller up to the root depth of plants obtain a clean and neat drill so as to continuously inspect and remove left over roots of vegetation growths and to inject pesticides into the holes so as to prevent further growth of vegetation in the future to safeguard the country old heritage building etc. The cost including the cost of pesticides used, hire charges of injecting machine for injecting chemicals, cost of tools and all labour charges, etc., complete and complying with standard specification and as directed by the departmental officers.
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Small plants
5
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Medium Plants
5
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Big Plants
5
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Reconstruction(Partly) of brick masonry wall with similar type of bricks in lime mortar 1:2 (one lime two sand) using wire cut brick of size 9"x4"x3" (Specially manufacturing) and using lime in all floors as per traditional preparation and documented type construction such as arches and lintels, walls, etc., complete complying with standard specification and as directed by the departmental officers.
29.73
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Pointing , grouting and filleting the brick joint of wall and arches with lime mortar 1:2 (one of lime and two of sand) using Pollachi lime in all floors etc., complete complying with standard specification and as directed by the departmental officers.
200
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Strengthening the existing walls by providing grouting by formation of two holes of size 1" with required intervals - depth of 350mm for an area of 1 sq.m and depending upon the site conditions injecting lime slurry consisting of lime mortar 1:2 (one lime and two of sand) using Pollachi lime in all floors added with grouting admixture by 2% weight of lime, by using required equipment and the rate includes the cost of all materials, labour charges etc., complete complying with standard specification and as directed by the departmental officers.
200
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Replastering ( base plastering) the brick wall, pillars and arches, etc., with lime mortar 1:2 ( one of lime and two of sand) to a thickness of 30 mm laid in two layers of 15mm thick using Pollachi lime in all floors etc., complete complying with standard specification and as directed by the departmental officers.
231
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Applying thin coat of hand grinded lime mortar paste in lime mortar 1:1.5 with redoxide (one lime and one and half sand) 6mm thick using Pollachi lime in all floors ( mix should be with 5.9 kg of jaggery, 2 kg of glue, 1.1 kg of gallnut, 1.4 kg of oakum, 30 nos eggs, 1 litre curd, 3 kg white marble powder, 0.5 kg vajram, 0.06m3 of surki (for 10 sq.m area) of mugal plastering ( Theervai) over the newly plastered surface as per the existing clues (including finishing the surface with smoothness) `etc., complete complying with standard specification and as directed by the departmental officers.
231
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Reproducting the ornamental stucco work (sudai work) with(Lime mortar Jaffri work) around the inner and outer wall cornice portion and inner wall of arches above as per existing style and clues in lime mortor 1:2 and finishing with lime mortor 1:1.5 (theeravai) apptying thin coat of hand grinded lime mortar paste in lime mortar 1:1.5 with
redoxide (one lime and one and half sand) 6mm thick using Pollachi lime in all floors (mix should be with 5.9kg of jaggery 2kg of glue, 1.1 kg gallnut, 1.4 kg of oakum, 30 nos eggs, 1 litre curd 3 kg white marble powder, 0.5kg vajram. 0.06m3 of surki, 0.5 kg of red oxide and 0.5 kg of yellow oxide) (for 10 sq.m area) of mugal plastering(Theervai) over the newly plastered surface as per the existing clues (including finishing the surface with smoothness) etc.,complete complying with standard specification and as directed by the departmental officers.
38
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Grouting and stitching the cracked wall and arches by toothing method including required special bricks of size 8"x4"x2" wherever necessary cutting of groove and fixing of key stone of size 900mmx230mmx200mm in horizontal and finishing the surface with lime mortor as per orginal etc. excluding errection of scaffolding all labour charges, etc., complete and complying with standard specification and as directed by the departmental officers
6
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Supplying and filling in foundation and basement with M-sand filling in layer not more than 15cm thick with flooring including dewatering wherever necessary and laid in layers well rammed, consolidated etc., complete complying with standard specification and as directed by the departmental officers.
292
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Providing two legged scaffolding using 48.30mm dia heavy duty MS pipe over all height of 3.00m the distance between 2 legs being 1.25m and the spacing of the post being 2m in each rows and providing platform with C.W. planks using 40mm thick silver oak and 1.00m wide in complete form with horizontal bracings @ 1.50m c/c vertical direction and with cross bracings using same 48.30mm dia including cutting, threading assembly with red oxide primer, labour charges cost of specials such on large plate, shoe, carcher, coupling, bolt and nut transportation charges. The bottom of vertical post shall rest on 300x300x70mm 1:2:4 concrete base etc complete complying with standard specification and as directed by the departmental officers.
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For Initial height of 3m
153
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For every additional 2.5m height
153
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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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Plane surface such as Rcc floor slab, roof,slab,rectangular,square Tee or Ell beam, lintel, bed block staircase waist slab, landing slab, landing beam, portico beam, portico slab, etc.
94
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For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.
419
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Providing additional strutting to centering of RCC slabs of plain surface for every additional 1.0 metre height or part thereof but not less than 30 cm, over the initial 3.00 metre height from floor level using casurina props of 10cm to 13cm dia including cross bracing etc., complete complying with standard specification and as directed by the department officers.
94
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Renewing with New Ornamantal (Heritage) (Kodugai-- Sunshade) stone for damaged ornamantal stone from the base of the arch. The damages stone to be carefully removed with proper Mild steel color Galvanized Adjuster props/Jockey Support without damaging the building structure .the stone is made of 0.40m in length with 0.40m of width which is finely dressed layer by layer with the height of 0.80m by a skilled stone mason. This cost is inclusive of handling charges and labour charges etc., complete complying with standard specification and as directed by the departmental officer.
22
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Renewing with New Ornamantal (Heritage) (Kodugai-- Sunshade) stone for damaged ornamantal stone from the base of the arch. The damages stone to be carefully removed with proper Mild steel color Galvanized Adjuster props/Jockey Support without damaging the building structure .the stone is made of 0.40m in length with 0.40m of width which is finely dressed layer by layer with the height of 0.80m by a skilled stone mason. This cost is inclusive of handling charges and labour charges etc., complete complying with standard specification and as directed by the departmental officer.
817
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Painting two coats of ready mixed 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 and as directed by the departmetal officers.
817
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Supplying and fixing in position of Shade Net (Green Net) using vertical protection for under construction / High-rise building. The net standard size is 3mx50m &5mx50m. The rate is inclusive cost of Agro Shade Net, binding wire(or) cable tie, Labour charges for fixing in position and neatly etc complete complying with standard specification and as directed by the departmental officers.
2035
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Labour charges for supplying and fixing of hoisting machine by hire basis for lifting of all materials from ground to terrace and shifting of damaged unused materials from terrace to ground floor with necessary rope, heisting platform, motor, controller as per site requirement days etc., the rate is inclusive of hire charges for machine, labour charges for operating the machine and daily Bata and conveyance charges and dismantling and removing the same after completion of work etc complete with standard specification and as directed by the departmental officers.
12
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Construction of mortar pit of inner size 0.90m x 0.45m with brick partition wall 11.50cm thick in cement mortar 1:3 (one cement and three sand) for 60cm height with necessary earth work open excavation for a size of 1.43m x 0.98m to a depth of 0.91m and sand filling for 15cm thick, Plain Cement Concrete 1:5:10 (one cement, five sand and ten 40mm HBG stone jelly), 8cm thick with plastering 1:5 (one cement and sand), 12mm thick on both sides and top etc., complying with standard specification and as directed by the departmental officers.
3
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Renewing the damaged ornamental cornice around the outer wall cornice portion as per existing style and clues to a height of 0.25m with top and bottom width of 0.28m and 0.08m respectively including removing the brick work and redoing the brick work in lime mortar 1:2 (one of lime and two of sand) and plastering with lime mortar 1:2 (one of lime and two of sand) 30mm thick laid in two layers and finishing with lime mortar 1:1.5 (one lime and one and half sand) 6mm thick (Theeravai) using Pollachi lime in all floors etc., complete complying with standard specification and as directed by the departmental officers.
100
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Renewing the damaged ornamental Stone cornice around the outer top and bottom cornice portion as per existing style and clues to a height of 0.23m with top and bottom width of 0.15m and 0.08m respectively including Pointing etc., complete complying with standard specification and as directed by the departmental officers.
80
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The New Raja Rani Mandapam Floor stone is fixed in proper posistion with 1.2m in length with 0.40m of width and height of 0.30m which is finely dressed by a skilled stone mason and to be placed exactly at the same spot of damaged stone. This cost is inclusive of cost of loading, unloading, handling charges and labour charges, shifting charges for ground floor to terrace level and fixing with lead pointing etc., complete complying with standard specification and as directed by the departmental officer.
326
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The New stone three steps for mandapam is fixed in proper posistion with 0.9m in length with 0.9m, 0.6 and 0.3 of width and height of 0.15m which is finely dressed by a skilled stone mason and to be placed exactly at the same spot of damaged stone. This cost is inclusive of cost of loading, unloading, handling charges and labour charges, shifting charges for ground floor to terrace level and fixing with lead pointing etc., complete complying with standard specification and as directed by the departmental officer.
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Bottom step (0.9m x 0.9m x 0.15)
50
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Middle step (0.9m x 0.6m x 0.15)
45
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Top step (0.9m x 0.3m x 0.15)
44
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The New stone (kumbakalasam) is fixed layer by layer fixing in alignement. Providing bottom based stone top 0.25 square meter and bottom 0.32 Square meter for the depth of 0.15meter. And another second layer of the stone for design of bottom square and top flower blower leaves shape for the height of 0.30meter fixing over the bottom stone. and 3rd layer of the round stone fixing over the flower design stone for height of 0.40mtr and stone dia is 0.6mtr. And 4th layer fixing conical shape vertically round stone fixing. This stone bottom base around the length of 0.50 meter, middle 0.5mtr and top allound the length is 0.2mtr fixing for the height of 0.40mtr. This stone is forth layer and final layer and they wiil be fixing neatly with proper alignment. This Ornamantal stone fixing every corner of the elevation view of the blocks. This cost is inclusive of cost of loading, unloading, handling charges and labour charges, shifting charges for ground floor to terrace level and fixing with lead pointing etc., complete complying with standard specification and as directed by the departmental officer.
2
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Renewing with New Ornamantal (Beedam) stone for damaged ornamantal stone. This is made layer by layer fixing in alignement. Providing bottom(Layer 1) stone of length and Breadth 0.3625m and height 0.24m fixing over bottom stone,(Layer 2) stone of length and Breadth 0.33125m and height 0.24m fixing over bottom stone,(Layer 3) stone of length and Breadth 0.2875m and height 0.24m fixing over bottom stone,(Layer 4) stone of length and Breadth 0.2625m and height 0.24m fixing over bottom stone,(Layer 5) stone of length and Breadth 0.2375m and height 0.24m fixing over bottom stone including lead pointing.This cost is inclusive of cost of , handling charges and labour charges,etc., complete complying with standard specification and as directed by the departmental officer.
20
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Renewing, Refixing and Lead Pointing of existing Old Ornamental Stone(Beedam), this is made layer by layer fixing in alignment.Providing bottom(Layer 1) stone of length and Breadth 0.3625m and height 0.24m fixing over bottom stone,(Layer 2) stone of length and Breadth 0.33125m and height 0.24m fixing over bottom stone,(Layer 3) stone of length and Breadth 0.2875m and height 0.24m fixing over bottom stone,(Layer 4) stone of length and Breadth 0.2625m and height 0.24m fixing over bottom stone,(Layer 5) stone of length and Breadth 0.2375m and height 0.24m fixing over bottom stone including lead pointing.This cost is inclusive of cost of , handling charges and labour charges,etc., complete complying with standard specification and as directed by the departmental officer.
20
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Providing pest control with antitermite treatement drilling holes at junction of walls with floors at 300mm intervals and injucting chemical emulsion on those with cement etc. making holes along the vertical surface out side the walls at 150mm intervals to the depth of 450mm pointing chemical emulsion into the holes and closing holes with chemical etc. spraying all surface of treatment is to be done as per IS code no:5313/ Part III 1981 with approved chemical.(The chemical is to be used on the work should be got approved by the Executive Engineer before use on work) etc complete complying with standard specification and as directed by the departmental officers.
328
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Cleaning cut stones using mild hydrofloric acid and powder approved brand and quality using high pressure gage gun with compressor machine with necessary scrapping charges for old painting materials and other unwanted silt and dust after cleaning with smooth surface from bottom to top cut stone with good looking condition without any damage of the exisiting stone of the heritage building.The rate is inclusive of cost of materials, labour charges, transporting charges and hire charges for compressor machine and pressure gauge gan machine set with necessary lifting charges etc., complete as directed by the departmental officers.
327
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Polishing the stone wall and column with two cots of water repellent solution of approved quality and brand including preparation of surface using high pressure water jet . The rate inclusive the cost of all materials, Labour charges and finishing neatly etc., complete as directed by the departmental officers.
327
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Providing temporary barricading arrangements alround the the site using PPGI sheet of 0.47mmthick shall be fixed in the frame for made out of required height using 50mmx50mm x2.60mm square MS tubes vertical strut placed and Horizental 32mmx32mmx2.60mm thick M.S. tubes at 1.20m interval with necessary scews and welding including cost of conveyance of all required materials to work site, erecting work, cost of J- bolts washers, cement concrete bed 45cmx45cmx90cm in Plain Cement concrete 1:2:4 and including labour charges etc complete., The barricading arranagements are made to prevent the entry of public into the site is very dangerous due to the fallen roof with necessary door arrangements for staffs and labour etc.,complete and as directed by the departmental officers. [The barricade will remain in the same location till the completion of the project and No additional charges shall be paid for the extended period of contract]
600
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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 mts. and clearing and levelling the site, etc., complete complying with standard specification.
663
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Supplying and filling GRAVEL in foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.
2483
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Supplying and filling GRAVEL in foundation and basement with filling crushed stone sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.
98
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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. (Payment for centering shall be given after the concrete is laid)
123
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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/mᶾ 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 M-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).
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For Foundation and Basement
170
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For SuperStructure in Ground Floor
51
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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)
220
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Brick work in Cement Mortar1:6 using best quality of Second Class Ground Moulded Chamber Burnt Bricks 9" x 4-3/8" x 2-3/4" for foundation and basement including curing, etc., complete complying with standard specifiction.
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For Foundation and Basement
30
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For SuperStructure in Ground Floor
34
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Paving the floor with best approved quality Sadharhalli rough/natural finish stone 100mm thick of grey and similar varieties with machine cut edges laid over lime mortar bed of20mm thick using lime mortar 1:2(one ofl lime and two of sand) fixing the slabs with required lime slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with matching colouring pigmnents etc., the granite stone slabs and other materials to be used shall be got approved of the Executive Engineer concerned before use on work etc., complete complying with standard specification and as directed by the departmental officers.
991
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Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
620
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Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete
83
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GST 18%
1
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