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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹2.0 Cr+₹4.2 L (2.17%)Rejected-Finance | ₹2.0 Cr+₹4.2 L (2.17%) | L2 | Rejected-Finance Accepted |
| 3 | L3₹2.0 Cr+₹8.8 L (4.53%)Rejected-Finance | ₹2.0 Cr+₹8.8 L (4.53%) | L3 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Field inspection Certificate not furnished. |
Tender Value
₹2.0 Cr
EMD Value
₹1.1 L
Closing Date
25 Aug 2023, 3:00 pmClosed
AC/EO
Arulmigu Masaniamman Temple, Anamalai, and Coimbatore District.
Proposed Construction of Devotees Mandapam At Arulmigu Masaniamman Temple, Anamalai, and Coimbatore District.
2023_HRCE_346575_1
01/2023
Open Tender
Civil Works - Others
Item Rate
365 days
Arulmigu Masaniamman Temple, Anamalai
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹1.1 L
Yes
13 Dec 2023
21 Jul 2023
25 Aug 2023
21 Jul 2023
25 Aug 2023
21 Jul 2023
Amount
Dismantling, Clearing away and carefully stacking materials of Plain Cement Concrete works as per standard specification and as directed by the Departmental Officers.
Dismantling, Clearing away and carefully stacking materials of RCC works as per standard specification and as directed by the Departmental Officers
Dismantling, Clearing away of floor finish and dadooing walls in Cement mortar with kotta Slabs as per standard specification and as directed by the Departmental Officers.
Dismantling roofing including steel ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of Galvalume Sheet as directed by the Departmental Officers.
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 excavated earth with a lead of 10 mts and refilling the foundation with excavated earth other than sandy soil in layers of not more than 15 cm thick layers well rammed and depositing the surplus earth within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.
Up to 2m Depth
For 2m to 3m Depth
For 3m to4m Depth
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 excavated earth with a lead of 10 mts. within the compound in places shown by the departmental officers and clearing and levelling the site, etc., complete complying with standard specification.
Up to 2m Depth
Earth work 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 excavated earth with a lead of 10 mts and intial left of 2 meters and clearing, leveling the site, . complete complying with standard specification.
Up to 2m Depth
Supplying and filling with M-sand gravel mix including cost and conveyance of M-sand, gravel and all labour charges for filling ramming etc., complete with standard specifications
Supplying and Filling in foundation and basement with filling sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.
Cement concrete 1:5:10 (one cement Five sand and ten aggregate) using 40mm gauge hard broken blue granite stone jelly for foundation and basement including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification and as directed by the departmental officers.
Providing form work for centering, shuttering etc., for all RCC works including strutting upto 3.29m high in all floors using mild steel shutters of size 90cmx60cm of BG 10 stiffened with mild steel angles of size 25mmx 25mmx3mm laid over silver oak (Country wood) Joists of size 10cmx6.5cm spaced at about 90cm c/c and supported by casurina props of 10cm to 13cm dia. (spaced at 75cm c/c) etc., complete complying with standard specification and as directed by the departmental officers. (The centering will be removed after specified period of concrete without damaging the concrete)
For column footing plinth beam staircase steps, piers raft beam raft slab etc.,
Plane surfaces 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 beam, portico slab etc.,
Plane surface such as RCC square or rectangular column, top and bottom slab of sunshade, boxing, sill slab etc.,
Curved surfaces 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 beam, portico slab etc.,
Providing Additional strutting using Casurina poles to centering of RCC slabs or plain surfaces for every additional 1.0 metre height or part there of but not less than 30 cm, over the initial 3.00 metre using casurina props of 10cm to 13cm dia and cross bracings etc., complete complying with standard specification and as directed by the department officers.
Providing and lying in position , standardised Concrete Mix M20 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 as 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 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 ect., 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)
For Foundation and Basement
For Superstructure in Ground Floor
For Superstructure in First Floor
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.
Supplying and Filling in foundation and basement and trenches with Conveyed Gravel in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers.
Brick work in cement mortar 1:6 (one cement and six sand) using ground moulded second class chamber burnt bricks of size 9"×43/8×23/4” including curing etc., complete complying with standard specification and as directed by the department officers.(Masonry projections wherever necessary for obtaining required elevation shall be done without extra cost).
For Foundation and Basement cm 1:5
For Superstructure in Ground Floor C M 1:6
For Superstructure in FIRST Floor C M 1:6
Damp proof Course with Cement Mortar 1:4 (One cement & four sand) 12mm thick of the following mixed with water proofing compound of approved quality confirming to ISS @ 2% by weight of cement used as complete complying with standard specification and as directed by the department officers.
Special ceiling plastering and finishing the exposed surface of RCC items of work such as slab, beam, sunshade, facia, canopy slab, staircase waist slab, landing slab etc., with cement mortar 1:3 (One cement and three sand) 10mm thick including hacking the surfaces and providing cement mortar nosing, beading for sunshade, staircase, step, landing slab etc., including neat finishing and curing etc., complete complying with standard specification and as directed by the departmental officers.
Plastering with cement mortar 1:5 (one cement and five sand) 12mm thick in all floors using fine river sand including neat finishing, curing, etc., complete complying with standard specification and as directed by the department officers.
Painting the exterior wall surface two coats with best and approved first quality and colour of Exterior Emulsion Paint in all floors over one coat of primer including preparation of surface, wall putty two coats with good quality of wall putty including cost of wall putty, emmary sheet, plates etc., and including labour charges for rubbing the wall scrapping putty pasting works and making good smooth surface and finishing neatly etc., The cost inclusive of preparation of surface, cost of all materials, brushes, scaffolding charges etc., complete complying with standard specification and as directed by the departmental officers.etc., (The make, quality and colour of paint should be got approved by the Executive Engineer before use on work).
Weathering course using best quality of broken brick jelly of 20mm gauge in pure slacked lime (no sand to be added) over roof slab the proportion of brick jelly to lime being 32:12.5 Cft. by volume and laid over the RCC roof slab in a single layer and consolidated to the required design and finished thickness by beating the concrete with wooden beater to the size required slope of approved pattern and keeping the surface constantly wet by sprinkling lime jaggery water etc., complete complying with standard specification and as directed by the departmental officers
Finishing the top of roof with one course of pressed tiles of size 23×23×2cm of approved quality laid in cement mortar 1:3 (One cement and three sand) 12mm thick mixed with 2% water proofing compound (confirming to Indian standard specification) by weight of cement used and pointed with the same mortar including mixing of red oxide etc., complete complying with standard specification and as directed by the departmental officers.
Supplying and Fixing with super fine polished Jet black granite slab/Ruby Red with machine cut edges of size 1220 x 610 to an average thickness of 18mm to 20mm for table top and fixing the granite slab over the table top in all floors using necessary fixing materials without any damage and finishing neatly etc., complete complying with standard specification and as directed by the departmental officers etc., complete.
Providing Single Nosing for Granite Slab etc., complete complying with standard specification and as directed by the departmental officers etc., complete.
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
Supply of Teakwood for Temple Pattern Ornamental Doors with high quality Burma Teakwood with 2” minimum to 7” maximum thick ornamental frames, 2” thick to 5” thick Kamala (Flower Planks), Creeper, Birds, Animal Figures, Sculptures, etc. Backside 1” thick to 3” plank including necessary carving, shaping, wastage, etc., as per approved plan and design.
Manufacturing supplying and fixing of steel door with the following specification MS angels of size 40x40x6mm are used for the outer frames and M.S. angles of size 35x35x6mm for the shutter frames stiffeners with 32 x 6mm 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 18x5mm is welded over the 32 x 6mm 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, 3nos. of hinges in case of single leaf and 6nos. of hinges in double leaves shutter to be provided 6nos. of holdfasts 120 mm in length made of angle section 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 in case of double leaf door at lock rail section in the door in single leaf door, one more a drop is provided in the inner lock rail section of the door One rotating 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. In case of double leaf door M.S.Flat 32 x 3mm at 1.1Kg/m is provided on the one shutter t 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 twisting of frame during transportation and fixing. All members are given a coat of red oxide primer as directed by the departmental officers. The rate includes cost of all materials, labour charges, transportation to site of work, loading, un loading and all other incidental charges etc., complete.
Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Windows of casement type (open) from the profile the size of outer frame 60mm x 58mm and shutter profile are reinforcement with GI/1mm 125GSM and 100% corrosion free, the profiles are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with over all the edges of frame and shutter the shutter will be provided with Espag multi power point locks and also it operates as m handle. The corners and joints should be welded and, cleaned. Radiations free pin headed plain or brown colour glass 4mm thick should be provided to the shutter and it should not allow leakage of water even at most ranging storms and should have key lockable action, security protective hinges, strong locking systems and as per size for arresting noise and energy loss. The connecting mechanism between sash and outer frame that enables opening of the window. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The window should be got approved from the Executive Engineer before use on work
Supplying and fixing grills to doors, windows and ventilators etc. using necessary MS flats (or) square rods for inner members and outer members which should be fixed to window frames as directed and design given by the departmental officers inclusive of cost of providing one coat of best quality red oxide primer etc., complete complying with standard specification and as directed by the departmental officers .
Supplying and fixing special Section for Rectangular & Square Tubes etc. as directed and design given by the departmental officers inclusive of cost of providing one cost of best quality red oxide primer etc., complete complying with standard specification and as directed by the departmental officers.
Polishing the teak wood door with two coats of best French (Lac) polish with approved quality and brand over a coat of bees waxing including preparing the wooden surface to receive polishing, etc., complete complying as per the standard specifications. (The make, quality and colour of french polish, bees wax should be got approved by the Executive Engineer before use on works.)
Painting new iron works with two coats of best approved first quality and colour of synthetic enamel paint over the Zinc chromite priming coat in all floors excluding cost of priming coat and including cost of painting materials, brushes, putty, preparation of surfaces and scaffolding charges etc., but excluding cost of priming coat etc., complete complying with standard specification and as directed by the departmental officer. (The make quality and colour of paint should be got approved by the Engineer before use on work).
Caring out the Anti treatment with necessary chemicals as per ISI Specifications. FOUNDATION TREATMENT: The bottom excavated surface and sides 50cm below ground level is treated with chemical emulsion. SIDE FILLING TREATMENT: The sides of the columns and cross walls of the columns are treated with chemical emulsion. SIDE FILLING TREATMENT: The sides of the columns and cross walls of the columns are treated with chemical emulsion. FLOORING TEATMENT: The Top surface of the consolidate earth within the plinth walls shall be treated with chemical emulsion before putting floor concrete. EXTERNAL PERIMETRE TREATMENT: After the building is complete the earth along the external perimeter of the building rodded at intervals of 150 and to a depth of 300mm and chemical emulsion will be applied along the walls.
Finishing the top of flooring with granolithic floor finish of 40mm thickness with plain cement concrete of mix 1:2:4 (One cement, two sand and four aggregate) using 20mm / 10 to 12mm ISS gauge hard broken granite stone including finishing the top smooth and forming thread lining and curing etc., complete complying with standard specification and as directed by the Departmental officers
Supplying and fixing in position best approved of ISI quality of following diameters of PVC rain water down fall pipes having a working pressure of 4 kg / sq.cm including cost of necessary PVC shoe, PVC bend, C.I. gratings of required diameter and special clamps, brass screws, nails etc., and fixing of cast iron gratings 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 in wall with special type of clamps. Special type "U" clamp at the centre of the pipe line shall be fixed in addition to those for more than 3.0M pipe length complying with standard specification.
110mm dia PVC PIPE
Supply and fixing of Carbon-di-Oxide Gas Type 2 kg. capacity Fire Extinguisher as per New IS15683, complete with control valve, discharge hose with horn, wall mounting bracket, safety clip etc., including conveyance, all incidental charges, necessary scaffolding and re-doing the dismantled portions to its original condition wherever found necessary etc., complete as per standard specification and as directed by the Departmental Officers. Make: EXCELLENT / SAFETY FIRST / EQUIVALENT
Supplying and filling with ISS metal in dispersion trench and recharging well etc., complete complying with standard specification and as directed by the Departmental Officers .
For 90mm HBGS Metal
For 40mm HBGS Metal
For 20mm HBGS Metal
Supplying and fixing Precast Reinforced Cement Concrete Rings of 1200mm dia, 300mm height and 63.5mm thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using 6 mm HBGS jelly including cost of reinforcement steel in position, moulding charges, casting of rings, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed by the departmental officers.
Supplying and fixing Precast Reinforced Cement Concrete slabs of 1200mm dia and 75mm thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using 6 mm HBGS jelly including cost of reinforcement steel in position, moulding charges, casting of rings, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed by the departmental officers
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
Rajalakshmi Constructions
G.P.K. & CO.
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