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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | L1 | Accepted-AOC - | |
| 2 | Rejected-Technical | - | Rejected-Technical Reject |
Tender Value
₹29 L
EMD Value
₹29,000
Closing Date
4 Jul 2024, 3:00 pmClosed
Executive Officer, Kulasekharam Town Panchayat
Executive Officer, Kulasekharam Town Panchayat
Providing New Park and Construction of Retaining Wall at Geogarden Ward no.10 Sf no.512/104 in Kulasekaram Town Panchayat
2024_DTP_457220_1
97/2024/A1
Open Tender
Civil Works
Lump-sum
180 days
Kulasekharam
V Class and Above
2 documents required · 2 mandatory
₹0
₹29,000
Kulasekharam Town Panchayat Office
14 Dec 2024
24 Jun 2024
4 Jul 2024
24 Jun 2024
4 Jul 2024
24 Jun 2024
24 Jun 2024 - 4 Jul 2024
28 Jun 2024
Amount
Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc complete complying with SS20B. TNDSS No:23&24
Filling with crushed stone sand from approved quarry to an average lead, leading cost and conveyance and all labour changes etc complete as per the standard specification.
Cement concrete of mix 1:4:8 (one part of cement four part of sand and eight part of aggregates) using 40 mm gauge machine broken granite stone jelly for foundation including de watering if found necessary and laid in layers of not more than 15 cm thick well rammed and consolidated etc complying with standard specification. TNDSS No:28
Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29 m height for plain surfaces such as RCC slabs rectangular beams Tee or L beams lintels, stair case beam etc. in all floors with all cross bracing using mild steel sheets of size 90x60 cm and BG10 gauge stiffended with welded mild steel angles of size 25x25x3 mm for boarding laid over silver oak country wood joists of size 10x6.5 cm spaced at about 90 cm center to center and supported with casurina props of 10 cm to 13 cm Ø spaced at 75 cm center to center etc. complete complying with standard specification in all floors. TNDSS No:30&36
Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29 m height for plain surfaces such as RCC slabs rectangular beams Tee or L beams lintels, stair case beam etc. in all floors with all cross bracing using mild steel sheets of size 90x60 cm and BG10 gauge stiffended with welded mild steel angles of size 25x25x3 mm for boarding laid over silver oak country wood joists of size 10x6.5 cm spaced at about 90 cm center to center and supported with casurina props of 10 cm to 13 cm Ø spaced at 75 cm center to center etc. complete complying with standard specification in all floors. TNDSS No:30&36 (for column)
Providing and Iaying in position, Standardised Concrete Mix M-20 Grade in accordance with IS:456-2000, using 20 mm aid 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 m³) 7730 Kg. of 20 mm machine crushed stone jelly and with about (3.30 m³) 5156 Kg of 10-12 mm machine crushed stone jelly and with about (4.79 m³) 7670 Kg of sand, but excluding cost of reinforcement grill and fabricating charges, centring 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.
Supplying, fabricating and placing in position of Steel Reinforcement using Mild steel or ribbed tar steel rods, for all RCC works as per the design given by the departmental officers including cost of steel cutting, bending, placing in position and binding with binding wire and all labour charges for cutting, bending, tying and placing in position etc, complete. TNDSS No:97
Reinforcement Cement concrete 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using machine broken granite jelly of 20 mm size for all reinforced cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification.
Brick work in cement mortar 1:5 (one part of cement five part of sand) mix using best country bricks of size 8¾"x4¼"x2¾" from approved quarry including curing, cost and conveyance of all materials to site and all labour charges etc complete as per standard specification.
Ceiling plastering and finishing all RCC exposed surface such as RCC slabs, sunshade canopies, stair case steps, landing slab, etc. with cement mortar 1:3 (one part of cement three part of sand) 10 mm thick including packing the surface and provided necessary cement mortar nosing, headings as per the size specification wherever necessary using the same mix as directed by the departmental officers etc. complete complying with standard specification.
Plastering walls with cement mortar 1:4 (one part of cement four part of sand) 12 mm thick including all cost and conveyance of all materials and all labour charges etc. complete as per standard specification. TNDSS No:61
Paving floor with colour ceramic tiles of size 200 x 200 x 6 mm in all floors over the base layer of cement mortar 1:3 (one part of cement three part of sand) 20 mm thick pointed with white cement at 0.40 kg/m2 including finishing the joints etc complete, as directed by the departmental officers (The rate should be exclusive of cost of flooring concrete 1:5) special
Dadooing the walls with plain glazed tiles of 150 x 150 x 6 mm set in cement mortar 1:2 (one part of cement two part of sand) 12 mm and pointing white cement used 4kg/m2 neatly etc complete as directed.
Providing and fixing casement doors fabricated from un-plasticized polyvinyl chloride (UPVC) sections. Profiles: The profiles should be three chamber system which provides high insulation properties with outer frame 60mm x 55mm with an outer wall thickness of 2.4mm. The window unit should be designed with all corner joints mitred and fusion welded. Windows should be steel reinforced with 25 x 24 x 25mm steel reinforcement with a thickness of 1mm to have dimensional stability. The sash should be of 60 x 102mm. The mullion should be of 60 x 74mm. The profiles should have co-extruded seals. Hardware: All the hardware like friction stays, handles should be screwed with self tapping screws. The handles, locks should be designed so that they cannot be released from outside.1 Glazing: The window system should be glazed with 5mm plain float glass / 6mm bison lam Installation: The profiles should be cut to length and welded 45 degrees. The window should be designed such that the water drainage does not pass through the reinforcement chamber. The window system should be fixed directly to the plastered brick wall using self expanding
Supplying and fixing UPVC (Un-Plasticized Polyvinyl Chloride) Louvered Ventilators of from the profile the size of outer frame 60mm x 58mm and shutter profile size of 60 x 78mm both profiles are reinforced with GI/1mm 125GSM and 100% corrosion free, the profile are multi chambered sections with wall thick of 2mm. The EPDM rubber (black colour) covered with all over the edges of frame and shutter. The corners and joints should be welded and cleaned. Radiations pin headed glass 4mm thick should be provided in the louvers. The window should be fixed to the wall with 100% packing with screws and silicon packing all round the frames. The ventilator should be got approved from the Executive Engineer before use on work.
Weathering coarse cement concrete using best quality brick jelly of size 20 mm uniform gauge in pure slacked lime over RCC roof slab in the proportion of brick jelly to lime being 32:12 by volume and laid over on a single layer and consolidated to the required designed and finished thickness by beating the concrete with wooden beaters of approved pattern keeping the surface confirming welded by sprinkling lime jaggery water as per standard specification.
Finishing the top of roof with one course of machine pressed tiles of size 20 x 20 x 2 cm of approved quality laid in cement mortar 1:3 (one part of cement three part of sand) mixed with water proofing compound confirming to Indian standard as approved by the Departmental officers at 2% by weight of cement used and pointed with the same mortar mixed with the water proofing compound and red oxide complete complying with standard specification.
Providing and fixing in position of PVC rain water down fall 100 mm Ø pipe with necessary shoes bends other specials clamps screw nails teak wood plug including of all materials etc. complete as per standard specification.
Providing and fixing hand rails made out of SS304 grade 50.80 mm Ø stainless steel tube of 1.60 mm thick at required location to a height of 1.00 m from finished floor level welded to 38.30 mm Ø stainless tube post of 1.60 mm thick in between as per the details shown in the drawing and as directed. The rate shall include for grouting with concrete into necessary supporting arrangements of handrail verticals and in floor welding the base cup of the post into slab reinforcement, polishing, buffing and protecting the handrails surface etc complete as per directed by the departmental officers.
Painting two coats with ready mixed plastic emulsion paints of first class quality and of approved colour over a priming coat including through scraping clean removal of dirt etc, complete and including cost of necessary plaster of paris, putty, brushes, wherever required and all labour charges, scaffolding charges etc., complete as per standard specification.
Wiring with 2 x 1.5 Sq.mm (22/0.3) PVC insulated single core unsheathed copper conductor of 1100V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories with TW switch box and 5A F.T. switch with painting of suitable colour for open PVC light point / fan point for electronic regulator. (Assume 6 points per coil) (SD-20)
Supply and fixing of WT bulk head fitting with guard (Philips / Bajaj / Crompton / K. Lite) suitable for incandescent lamp with 60 W bulb SD 84.
Supply and fixing of 1200 mm (48inch) sweep AC ceiling fan complete with stepped electronic 300W regulator with 1 metre down rod with fan clamp with side plates and cross arm of size 450 mm (18inch) SD 106.
Supply and laying of 2 x 6 sq.mm PVC aluminium armoured LTUG cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 mt. Layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good. SD 197.
ISI marked HDPE plain pipe of size 50 x 2.8 mm thick with silicon coating (all colour except black)
Laying of cable along road / street through 50 mm OD HDPE pipe (trench size 45 cm width x 75 cm depth).
Supply and fixing of 20Amps DP Plug and Socket in sheet steel enclosure with 32A DP MCB in flush with wall with earth connection. The DP Plug & socket with enclosure and the MCB should be of Legrand/ Hager make. (For AC Plug) SD 140.
Supply of 32A MCB isolator.
Supply of Single pole 6A to 32A, 10KA.
Earthing as per the ISI specification with an earth electrode of 2.1mt class 'B' GI pipe of dia not less than 40mm with copper earth plate of size 125mm x 50mm x 6mm with necessary funneling arrangements with necessary masonry work and with 38mm RCC cover slab for the brick masonry SD 233.
Supplying and jointing 25 mm dia PVC pipe including cutting, threading and jointing with necessary specials fixing to wall with clamps and screws including making holes in the wall or drilling holes in roof and making good the wall or roof after fixing with necessary scaffolding etc complete.
Supplying and jointing 20 mm dia PVC pipe including cutting, threading and jointing with necessary specials fixing to wall with clamps and screws including making holes in the wall or drilling holes in roof and making good the wall or roof after fixing with necessary scaffolding etc complete.
Supplying and fixing in position 15 mm Ø PVC Screw down tap of approved make conforming to BIS specifications and quality including cost of shellac, thread, etc complete complying with standard specification and including cutting and threading wherever necessary.
Supply and fixing of 25 mm dia wheel valve.
Supply and fixing of 20 mm wheel valve.
Supplying of 50 m size six lever type brass lock of superior make (godrej or equvalent) with relevant ISI STD keys in duplicate.
Construction of inspection chamber of size 600 x 600 x 600 mm (above GL 200 mm below GL 600 mm) construction of manhole chamber for clear of size 600x 600 mm to total height of 800 mm (id) 200 mm above ground level, 600 mm below ground level with a base concrete of 10 mm thick 1:4:8 over a sand cushion of 100 mm thick, the chamber should be constructed in brick masonry 230 mm thick in CM 1:5 with stock brick of size 9"x4½"x3". The inner side of chamber plastering in CM 1:3, 20 mm thick, the outer chamber of wall to a depth of 300 mm plastered in CM 1:5, 12 mm thick. The chamber top convered with SRF cover slab 100 mm thick. The rate is including the cost of materials, labour etc. complete.
Construction of inspection chamber of size 600 x 600 x 900 mm (above GL 200 mm below GL 600 mm) construction of manhole chamber for clear of size 600x 600 mm to total height of 800 mm (id) 200 mm above ground level, 600 mm below ground level with a base concrete of 10 mm thick 1:4:8 over a sand cushion of 100 mm thick, the chamber should be constructed in brick masonry 230 mm thick in CM 1:5 with stock brick of size 9"x4½"x3". The inner side of chamber plastering in CM 1:3, 20 mm thick, the outer chamber of wall to a depth of 300 mm plastered in CM 1:5, 12 mm thick. The chamber top convered with SRF cover slab 100 mm thick. The rate is including the cost of materials, labour etc. complete.
Supplying and fixing in position of glazed water closet of size 58 cm with ‘P’ trap; and double flopped seat cover, 12.5 litres capacity PVC low level automatic flushing tank including all internal plated brown headed stopcock, 12 mm nylon connection with necessary teak wood plugs, clamps screws to the portion of coming with wall or floors, including dismantling masonry and redoing the same to the original condition.
Supply and fixing in position best quality of approved make Wash hand basin of size 550 x 440 mm with all accessories such as cast iron brackets, including cost of 15 mm Ø brass nipple, 15 mm nylon connection etc including fixing the wash basin in the wall in position with a pair of CI brackets with TW plug and screws and giving necessary water supply connection and painting the brackets with two coats of paint over priming coat of anticorrosive paint including testing leakages etc, complete complying with standard specifications (the wash hand basin and the specials should be got approved by Departmental officer before use on works)
Supplying and fixing of MS Grill and gate of approved design for open courtyard, grill, grill work to doors and window openings etc using necessary mild steel flats for inner and outer members which should be fixed on edges including priming coat of best approved quality red oxide primer etc complete complying with standard specification.
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 the existing red oxide priming coat 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 departmental officers before use on works.)
Cement concrete 1:2:4 (one part of cement two part of sand and four part of aggregates) using machine broken granite jelly of 20 mm size for all cement concrete works excluding cost of centering shuttering strutting and also cost of reinforcement grill in position but including laying vibrating with mechanical vibrators using finishing etc complete, as directed by the departmental officers etc complete complying with standard specification.
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause. 406 of MORTH Rev-5.
Supply of interlocking paver block M40 grade bounding and laying of 63 mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver block in required sizes of minimum compressive strength of 40N/mm² in uniform shape of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including levelling the base preparation of sub base with cushion 100 mm thick, laying out the pavement cut the pieces to fit the edge, vibrating the pavers, sweeping transporting, loading, unloading and laying interlocking paver block as per standard specification.
Supply and fixing of children's park playing materials and all other accessories. Slide senior FRP (SL 005)
Combination set (swing two seater FRP, FRP Slide senior, Seesaw two seater) THR 001
Slide senior FRP (SL 004)
Merry go round four seater MGR 004
Seasaw four seater (SS 001)
Supply and erectionof 2 x 10 sq.mm UG copper cable including cost and conveyance of all materials to site and labour charges etc complete.
Supply and erection of synthetic moulded compound box for street light (page No.135 M-1605)
6 meter length single bracelet pole with base plate (page No.159 m - 218)
Supply and planting Vempoo, Pungai, etc
Supply and fixing RCC Park bench.
Supply and fixing of Penguin dustbin.
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