Hindu Religious Institutions And Charitable Endowments Tender
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Hindu Religious Institutions And Charitable Endowments Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date25 Aug 2023
Closing Date12 Sep 2023
Tender Amount₹ 82,07,659
Costs
EMD
₹ 56,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HRCE_363330_1Bid Award Id
ViewTender No
DIPR/4484/TENDER/2023Tender Authority
Hindu Religious Institutions And Charitable Endowments ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
TECHNICAL QUALIFICATION AND PRICE TENDER
BOQ Items
Supplying and filling in foundation, basement, etc with filling 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.
58
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-
Cement concrete 1:5:10(one cement five sand ten hard broken stone jolly) using 40mm 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
25
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-
Cement concrete 1:4:8 (one cement four sand Eight hard broken stone ) using 40mm gauge hard broken jelly for flooring including laying consolidating, finishing rendering the top surface rough to receive the floor curing etc., complete complying with standard specification (the rate is inclusive of necessary planking panelling wherever necessary and as directed by the departmental officers
123
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-
Providing and laying in position Standardised Concrete Mix - 20 Grade in accordence 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 admixtrure ( 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 10-20 mm 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 fixture like fan clamps in the RCC floor / roof slads wherever necessary without claing extra, etc., complete 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). Foundation and basement
50
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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 admixtrure ( 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 and jelly 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 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 claming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregstes 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 matrial) Super structure
14
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-
Supplying fabricating and placing in position of steel reinforcement using MS (or) RTS rods for all RCC item of works including cost of steel and binding wire in all floors etc., complete complying with standard specification and as directed by the departmental officers.
74.5
-
-
Supplying and erectig steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings pile caps, column pedestals, plinth beams, grade beams, staircase steps,etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over sliver oak joists of size 10 cm 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)
-
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Below GL
155
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-
Column pedestal
48
-
-
Plane surface - Rooms
142
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-
Fabricating, supplying and fixing roof shed,vertical post,Rafter, purlin - The cost including all material cost,fabrication labour charges, fixing labour charges, conveyance - charges etc., complete as directed by department officers.
9900
-
-
Random Rubble Masonry in CM 1:5 (one cement and five sand ) using hard broken rough stones and bond stones in each layers with simultaneous pointing including cost and conveyance of all materials and labour charges etc., complete
99
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-
Brick work in following Cement Morter 1:6 using best quality II class Ground moulded chamber burnt bricks of size 9" X 4-3/8" x 2-3/4" for foundation and basement including curing, etc., complete complying with standard specification For foundation and basement
31
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-
Brick work in following Cement Morter 1:5 using best quality II class Ground moulded chamber burnt bricks of size 9" X 4-3/8" x 2-3/4" for foundation and basement including curing, etc., complete complying with standard specification. For super structure
25
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-
Brick partition walls using best quality using Country Bricks of size 8-3/4" x 4-1/4" x 2-3/4" 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 seperately) Ground floor
58
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-
Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (one cement, two 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 dierected by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers) For 25mm thick
535
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-
Supplying fabrication and errection of Galvalume Colour Sheet of size 0.47mm Shed
391
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-
Providing and fixing 15cm wide 45cm overal semi circular colour galvanum sheet gutter with iron brackers 40 x 3mm size,bold, nuts and washers etc., including making necessary connection with rain water pipes complete 0.80mm thick with zinc coating not less than 275gm/m2.
95
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-
Supplying and fixing in position best approved of ISI quallty of 110 mm dia PVC rain water down fall pipes having a working pressure of 4kg / sq.cm including cost of necessary PVC shoe, PVC bend, C.I.gratings of required dia and special clamps, brass screws, nails etc., and fixing of cost Iron grating at juction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cost of removable Iron grating. The PVC pipe shall be fixed on wall with special type of clamps. Specila type "U" clamp at the centre of the pipe line shall be fixed in addintin to those for more than 3.0M pipe length complying with standard specification.
56
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-
Supplying and fixing in position PVC specials of the following die and types of approved quality confirming to BIS and providing leak proof joints including fixing to the walls and giving connection to the PVC soil stacks, dismandling the masonry or RCC works and redoing the dismantled portion to original condition etc., completer complying with standard specifications.(The PVC specials should be got approved by the excutive engineer before use on works)
-
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PVC elbow
25
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-
PVC tee
10
-
-
Plastering with cement mortar 1:5 (one cement and five sand) 15mm thick in all floors using fine river sand including neat finishing, curing,etc., complete complying with standard specification and as dierected by the departmental officers.
777
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-
Painting two coats over newly plastered wall surface with water based interior / exterior Emulsion paint of first class quality and of approved colour over a priming coat including thorough craping clean removal of dirt, and including nessary plaster of parise putty wherever required etc., complying with standard specification. Exterior
730
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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 waisr slab, landing slab etc., with cement mortar 1:3 (one cement three sand ) 10mm thick including hacking the surfaces, providing,cement motar nosing beading for sunshade, staircases, steps, landing slabs and curing etc., in all floors complying with standard specification and as directed by the departmental officers.
55
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-
Supplying and painting the walls two coats of Cement paint over one coat of cement primer as instructed by the departmental officers including preparation of surface curing, etc., complete in all floors complying with standard specifications (The colour and shade of the cement paint shall be got approved by the departmental officers.)
55
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-
Weathering course in brick jelly lime concrete using broken brick jelly of size 20 mm uniform gauge in pure slaked lime (no sand to be used) to the proporation of brick jelly to lime bring 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 patter, keeping the surface constantly wet by sprinking lime jaggery water. etc., complete as per standard specification and as directed by the departmental officers.
4
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-
Finishing the top of roof with one course of machine pressed tiles following size of size of apperoved quality set in Cement Mortar 1:3 (one cement and three sand) 12mm thick moxed with water proofing compound confroming 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 redoxide and water proofing compount including curing etc., complete complying with standard specification and as directed by the departmental officers - Pressed Tiles of 230mm x 230mm x 20mm.
55
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-
Manufacturing supplying and fixing of steel door (1.2x2.10)4 NOS with the following MS angles of size 40x 40x6mm are used for the outer frames and M.S. angels of size 35x35x6mm for the shuter frames stiffeners with 32x6mm M.S flat is provided at required intervals in the shutter frame. 18-gauge C.R. sheet laid as panel in the shutter and welded intact. M.S flat 18x5 mm is welded over the 32x6 mm M.S. flat sandwitching the C.R. sheet in between additional stiffeners with 18x5mm M.S. flat is provided diagonally at the rear side of the shutter, 3 nos,of hinges in single leaf and 6 nos of hinges double leaves shutter to be provided 6nos, of holdfasts 120 mm in length made of angle saction spliced at the ends are welded to the outer frames of the door. Tower bolts 2nos. one at the top and the other at the bottom are provided 1no. Aldrop is provided incase of double leaf door, one morealdrop is provided in the Inner lack rail section of the door One rotaing locking arrangements for the Inner side of the door and additional provision for locking arrangements for lock is provided on the rear side of the door at an appropriate place. Incase of double leaf door M.S.flat 32x3mm at 1.1Kg/m is provided on the one shutter conceal the gap between the two shutters at an appropriate place in the door ,A tie bar is provided at the bottom of the frame to prevent visiting of frame during transpatation and fixing all members are given a coat of red oxide primer as direted by the departmental officers the rate includes cost of all material labour charges transpotation to site of work loading unloading and all other incidental charges etc .complete..
11
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-
Fabricating Supplying and fixing in position of steel sheeted windows(1.2X1.35)(8 NOS) (Two Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33x25x3mm at 1.419 kg/m and muilion '1' section (F4B) of size 46x25x3mm at 2.25kg/m and shutter section of made of F7Dof 33x25x3mm at 1.419 kg/m as specified in IS 7452/1990. Each openable shutter should not exceed a width of 600mm to enable separate operations and easy maintenance. The panel of the shutter to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizonatal stiffeners using 18x5mm MS Flat at 0.70kg/m at 3 Nos, for each shutter and additional diagonal stiffners of the same MS flats at all the four corners of the shutters to the suitable length welded to the dhutters, for holding the CR Sheets in position fitmly 2 numbers of sturdy hinges and one number of handle - come latch of special type made with 18x5mm MS Flats are revetted to the shutters at an approperiate hehght window. Suitable opening is left for its easy operation. A stoper squer rod for handle is provied in the mullion section at suitable place to chatch the window handle. each window shutter having an adustable stay made out of 18x5mm at 0.7kg /m M.S. Flate of lenght 320mm with three adustabale position. A maching pege is provided in outer frame of the window at suitable palce. 4nos. of hold fasts of 120mm length spliced at the ends are welded to the outer frame of the window by using M.S. Flate of 18x5mm at 0.70kg/m welded to the shutter at two palce equivalent from each from top and bottom of the shutter
14
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-
Supplying and fixing of grill for gate (2x18)-2No-(1.5x1.8-4Nos) (1.38x1.8-1NO)including priming coat and cost and cinveyance of all material and labour charges etc., complete
700
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-
Painting new Iron works such as steel doors,windows,ventilaters,window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over one coat of zinc coat cromite priming coat in all floors including 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.)
90
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-
Painting new Iron works such as steel doors,windows,ventilaters,window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over one coat of red oxide priming coat in all floors including 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.)
222
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-
Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6kg / sq.cm. pressure BISmark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plups,brass screwas, etc., and making connection to all sanitary fittings, dismantling masonry / RCC works wherever found necessary and making the good dismantled portion to the original condition, including testing for any leakages etc., complete complying with standard specifications. (The PVC pipes should be got approved by the Executive Engineer before use on works). The rate for earth work excavation will be measured and paid separately in the cases where the pipe lines are proposed to laid below ground level 110mm dia PVC soil / waste pipe
90
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-
Construction of Inspection chamber for clear of size 450x450mm to total height of 900mm (le)200mm above ground level, 700mm below ground level with a base concreate of 100mm thick 1:5:10, over sand cushion of 100mm thick, the chamber should be constructed in brick masonry 230mm thick CM 1:5, with stock bricks of size 8-3/4" x 4-1/4" x 2-1/4". The inner side of chamber plastering cement morar 1:3,20mm thick the outer chamber of wall to a depth of 600mm plastered in CM 1:5, 12mm thick.The chamber top covered with SRF cover slab 100mm thick. The rabe is including the cost of materials labour etc., complete.
4
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Solid PVC Door (Toilet doors 0.75x2.1)Shutters using 19 Gauge 19mm MS square tubes for styles and outer frames, 15mm MS square tubes for top, lock and bottom rails. The steel tubes shall be covered with 5mm thick soild PVC Sheets. Shutter using 5mm thick soild PVC Sheets for panelling shall rigidly fixed in position including necessary furniture and fittings.The over all size of styles shall be 50mm x 30mm. The over all size of top rall,lock rail and bottom rail shall be 75mm x 30mm.The over all size of frames shall be 50mm x 45mm with suitable rebate for housing the shutter
1.7
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-
Supplying and fixing in position Indian Water Closet (Oriya type) of size 580 x 440mm white glazed earthern ware of approved quality and brand with "P" or "S" trap conforming to BIS with crushed stone sandcushion and forming flooring airound the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime,Two crushed stone sandand Five brick jelly)100mm thick and finishing the top to the required slope and including giving necessary connection to PVC pipes (Including the cost of 110mm dia PVC pipe for a lenght of 600mm) by dismantling brick masonry wall / reinforced cement concrete roof / floor slab and making good the dismantled portion to the original condition with leakages etc., complete complying with standard specificationss and as directed by the departmental officers. (The water closet should be got approved by the Executive Engineer before use on works).
1
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-
Supplying and fixing position CI Nahani Trap / Floor Trap of the following sizes with best stainless steel gratings of approved brand and quality,fixed over a bed of brick jelly lime concrete 1:2:5 (One part of lime.two part of sand and five part of 40mm gauge brick jelly) and finished with Cement Motar 1:3 (One Cement, Three sand) Including dismantling masonry works wherever found necessary and making good the dismantled portions to the original condition and giving connection to the CI / PVC pipes, etc., complete complying with standard specification. (The Nahani Trap should be got approved by the Executive Engineer before use on works)
1
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-
Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slab of following thickness 50 mm in RCC 1:2:4 (one cement,two crushed stone sand and four aggregates), using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, fifnishing,curing and fixing in position in all floors etc., complete complying with standard specification and as directed.
1.44
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Manufacturing, supplying and fixing in position of RCC jally of 5 cm thick(0.6x0.45) in cement concrete 1:2:4 using 20 mm machine crushed stone fo jelly excluding cost of reinforcement steel including cost of mould ,finishing ,curing,lifting,fixing in position etc.. complying with standard specification and as directed.
0.3
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-
Providing and fixing MS railling made of hollow tubes,chennals, plates etc., Including welding, grinding, buffing and making curvature (wherever required ) and fitting the same with necessary MS nuts and bolts etc., complete. Rate shall inc;ude for providing MS base cups,making pockets in existing RC/ Masonary surfaces, fixing MS plate 12mm thick with 4 nos of M10 anchor fasterners, MS caps for anchor bots and grounting the pockets with CC 1:2:4 and make the surface to the original position, necessary tools and plants, Welding with conumables and buffing charges, one coat of primer and two coats of synthetic enarned paint etc., copmlete. Working at all levels and heights and as directed by departmental officers. For shed
540
-
-
Brick masonry Combination Mortor 1:1:4 using Chamber Burnt Bricks II Class (Ground Moulded) 9" x 4 3/8" x 2 3/4" including all varivargams, moulds, sthambarms, mukapathrams, koodu, nasi and all ornamental brick work complete, all panvharams, agarais, karnakoodus, etc., forming core walls of Rajagopuram / Vimanams complete including cost and conveyance of all materials including cement, all the labour charge including marking pathied shaping of the bricks, lifting of all the extra for working in heights curing and all extra for working in heights etc., complete 100 cft for vimanam / gopuram. The lime used should be sourced from Pollachi which is highly Iron fortified and suitable for structural and masonary works For Front Elevation
25
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-
Providing Vargapoochu over the varivarghams etc., with Combination Mortor 1:1:4 complete including shaping the mukhapathran, mahanasi, koodu all ornamentals works to proper shape by embedding broken bricks of shaped / chiseled bricks, rough- plastering with Combination Mortor 1:1:4 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 The lime used should be sourced from Poliachi which is highly iron fortified and suitable for structural and masonry works.
75
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-
construction of compound wall
-
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Earth work excavation for foundation in all soils and sub soil to full depth except in hard rock requiring blasting in inclusive of shurring, shuttering bailing out water wherever necessary depoisting the surpuls earth with an initial lead of 10m and intial left of 2m and clearing and leveling the site etc., complete complying with standard specification as per SS20B
97
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-
Plain Cement concrete 1:5:10(one cement five sand ten hard broken stone jolly) using 40mm 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
8
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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 admixtrure ( 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 and jelly 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 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 claming extra, etc., complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregstes 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 material) For compound wall beams
6
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-
Supplying fabricating and placing in position of steel reinforcement using MS (or) RTS rods for all RCC item of works including cost of steel and binding wire in all floors etc., complete complying with standard specification and as directed by the departmental officers.(contractor has to make his arrangements for the supply of steel and binding wire)
4.5
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-
Supplyingland erectig steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings pile caps, column pedestals, plinth beams, grade beams, staircase steps,etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over sliver oak joists of size 10 cm 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)
25
-
-
Random Rubble Masonry in CM 1:5 (one cement and five sand ) using hard broken rough stones and bond stones in each layers with simultaneous pointing including cost and conveyance of all materials and labour charges etc., complete
73
-
-
Brick work in following Cement Morter 1:6 using best quality II class Ground moulded chamber burnt bricks of size 9" X 4-3/8" x 2-3/4" for foundation and basement including curing, etc., complete complying with standard specification
29
-
-
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 dierected by the departmental officers.
385
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-
supplying and Painting the wall with two coats of cement paint over one coat of cement primer as instructed by the departmental officers. Including preparation of surface curing etc. complete in all floors complying with standard specication
385
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-
GST Amount for providing Service to Government Contract Works for the above Works at 18%(9%+9%) { GST Amount is the Total GST Amount for overall quoted amount }
1
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