Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹4.7 Cr+₹14.6 L (2.94%)Accepted-AOC | ₹4.7 Cr+₹14.6 L (2.94%) Quoted ₹5.1 Cr | L2 | Accepted-AOC Lowest tenderer accepted |
| 2 | L1₹5.0 CrRejected-AOC 2 M S CHIDAMBARAM 608001 | CUDDALORE | TAMIL NADU | 608001 | ₹5.0 Cr | L1 | Rejected-AOC Rejected |
Tender Value
₹4.0 Cr
EMD Value
₹2.1 L
Closing Date
30 May 2023, 5:00 pmClosed
Chief Engineer
Fishing Harbour Project Circle , Integrated office Complex, Animal Husbandry and Fisheries and Fishermen Welfare Department Nandanam, Chennai 35
Renovation of nursery ponds at Manimuthar Government Fish farm in Tirunelveli District.
2023_AHDF_311184_1
02 -02 /DB/F.114 N/2023
Open Tender
Civil Works
Lump-sum
270 days
Manuimuthar
As mentioned in the Prequalification document
4 documents required · 4 mandatory
₹0
₹2.1 L
5 Oct 2023
5 May 2023
31 May 2023
5 May 2023
30 May 2023
5 May 2023
Amount
Dismantling the Brick work in cement mortar for super structure disposing of the depris at the locations specified by the departmental officers with in a lead of 1 km.
Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of stone Masonry in Bed Concrete (For dismantling 0.75m below ground level 25% extra over the basic rates (i.e. the rates already available in the Schedule of Rates for dismantling is allowed)).
Chipping of concrete and roughening the surface as directed by the department officers.
Clean removal of Cement plaster from walls
Dismantling the Weathering Course Tile in open terrace disposing of the depris at the locations specified by the departmental officers with in a lead of 1 km.
Dismantling the Manglore Tiled Roof in First floor disposing of the depris at the locations specified by the departmental officers with in a lead of 1 km.
Clearing the Site - Clearing Heavy Jungle
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.
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.
Earth work open excavation deplaying earth moving machineries in all soils and sub soils and to full depth as may be directed except in rock requiring blasting and depositing the surplus earth within the compound in places shown by Engineer with an initial lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete.
Supplying and filling in foundation, basement, etc with filling crushed stone 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.
Supplying and FILLING GRAVEL Supplying and filling in 'foundation and basement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted -1m3 etc., complete complying with standard specification.
Refilling with excavated earth other than sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification
Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and eight hard broken stone jelly) using 40 mm 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
Supplying and filling of puddle clay to and lead of 6 Km including cost, complying with standard specifications and as directed by the departmental officers
Random Rubble Masonry in Cement Mortar 1:5 for foundation and basement including simultaneous pointing above ground level with the same cement mortar as directed by the departmental Engineers.
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)
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)
For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.
For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc.
For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc.
Cement Concrete 1:1-1/2:3 (One Cement, One and a half crushed stone sand and Three hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for all RCC items of works excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc. and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary and bearing surfaces of walls, beams etc. shall be finished smooth with Cement Mortar 1:3 (One Cement and Three Sand) and kraft paper laid over it without claiming extra, etc., complete complying with standard specification and as directed by the departmental officers
Foundation and Basement
For Ground floor
For First Floor
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)
Brick work using Country Bricks of size 8-3/4" x 4-1/4" X2-3/4"" in Cement Mortar 1:5 (One cement and five crushed stone sand) including finishing neatly 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
Ground Floor
Brick partition walls using best quality using Country Bricks of size 8-3/4" x 4-1/4" X2-3/4" 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 separately)
Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two crushed stone 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 directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)-20mm thick
Flooring with following ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three crushed stone Sand) base mortar over the existing slab / floor including cutting the tiles to the required size with special cutter wherever necessary, laying in position and pointing with white cement mixed with colouring pigment at the rate of 0.3 Kg. / sq.m. etc., complete complying with standard specification. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Paving the floor with pre-polished concrete anti-skid tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three crushed stone sand) 20mm thick and pointed with white cement mixed with colouring pigment at the rate of 0.40 Kg. / sq.m., curing, etc., complete complying with standard specification and as directed by the departmental officers. (The make and brand of the tiles should be got approved by Executive Engineer before use on works)
Dadooing walls with following best approved quality, white / colour glazed tiles of following sizes set in Cement Mortar 1:2 (One Cement and Two crushed stone sand) 10mm thick and pointing the joints with white cement mixed with colouring pigments at the rate of 0.40 Kg. / sq.m. neatly in all floors, curing, etc., complying with standard specification and as directed by the departmental officers.
Weathering course in brick jelly lime concrete using broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) to the proportion of brick jelly to lime being 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 pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete as per standard specification and as directed by the deparmental officers.
Finishing the top of roof with one course of machine pressed tiles of size 230mm x 230mm x 20mm of approved quality set in Cement Mortar 1:3 (One Cement and Three crushed stone Sand) 12mm thick mixed with water proofing compound conforming 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 red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers
Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. / sq.cm including cost of necessry PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of "U" clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification.
Plastering with Cement Mortar 1:5 (One cement and Five P-sand), 12mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.
Plastering the surface of walls with Cement Mortar 1:3 (One cement and Three P-sand), 12mm thick in all floors including curing etc., complete complying with standard specification and as directed by the departmental officers.
Special ceiling plastering and finishing the exposed surface of all RCC items of work such as slabs, beams, sunshades, facia, canopy slab, staircase waist slab, landing slab etc., with Cement Mortar 1:3 (One Cement and Three P-Sand) 10mm thick including hacking the surfaces, providing cement mortar nosing, beading for sunshades, staircases, steps, landing slabs and curing, etc., in all floors complying with standard specification and as directed by the departmental officers
White washing two coats with freshly burnt white shell lime in all floors including cost of lime, blue powder fevicol type gum, brushes, scaffolding charges, etc., complete complying with standard specification and as directed.
Painting two coats of newly plastered wall surface with ready mixed plastic 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.
Solide PVC Door shutter using 19 guage 19mm MS sq. tubes for styles and outer frames, 15mm MS sq. tubes for top, lock and bottom rails. The steel tubes shll be covered with 5mm thick solid PVC sheets. Shutter using 5mm thick solid 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 rail, lock rail and bottom rail shall be 75mm x 30mm. The over all size of frames shall be 50mm x 45mm, with suitable suitable rabate for housing the shutter etc., complete.
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 35x35x5mm 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 1 No.
Fabricating, Supplying and fixng in position of steel sheeted windows ( Two Leaves) with the following specifications. Outer frames of windows made of 'Z' section F7D of size 33 x 25 x 3mm at 1.419 kg/ m and mullion 'J' section (F4B) of size 46x25x3mm at 2.28kg/m and shutter section of made of F7D of 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 shutters to be covered with 18 gauge cold rolled sheet of superior quality and welded intact with shutter frames. Horizontal 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 each shutters to the suitable length welded to the shutters, for holding the CR Sheets in position firmly.
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 Executive Engineer before use on works.)
Supplying, fabricating and fixing inposition Aluminium anodised natural colour matt finish louvered ventilator size 600mm x 600 mmof with outer frame section with 62x38x2mm at 1.174 kg/m and the louvered with moving arrangements made with aluminium channel of size 60x30x4mm @ 1.274 kg/m ALuminium clips 19.05x17.27x 11.05x0.075mm @ 0.169kg/m with necessary 4mm thick plain glass panel for louvers including cost of all materials, labour and power required for fabrications, chipping dismantling making holes in RCC, masonry and made good to the original condition after fixing etc., complete. The Aluminium surface is to be anodised with matt finish under electrically controlled condition in accordance with ISI specification 1868/1962 for anodic film thickness of notless than 15 Microns,etc., complete.
Supplying and fixing of M.S.grill 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.
Supplying and fixing in position best quality and approved make Indian made white / colour glazed earthernware wash hand basin of size 550 x 400mm (with pedestal / without pedestal) with a pair of cast iron brackets, including cost 15mm dia brass CP pillar tap, 32mm dia "B" class GI waste pipe with rubber plug and chain, 15mm dia GM wheel valve, 15mm brass nipple, 15mm dia nylone connection, 32mm dia CP brass waste coupling including fixing of wash basin using CI brackets on to the wall in position with TW plugs and screws, rubber washers, white lead and giving necessary water supply connection and painting the brackets with two coat of painting over a priming coat of anti-corrosive paint including testing for leakages etc., complete complying with standard specification and as directed by the departmental officers. (The wash hand basin and specials should be got approved by the Executive Engineer before use on works).
Supplying and fixing in positon 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 sand cushion and forming flooring alround the closet using 40mm broken brick jelly in lime concrete 1:2:5 (One lime, Two sand and Five brick jelly) 100mm thick and finishing the top to the required slope and including giving necessary connection to CI soil pipes (including the cost of 100mm dia CI pipe for a length 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 specifications and as directed by the departmental officers. (The water closet should be got approved by the Executive Engineer before use on works).
Supplying and fixing in position best quality PVC soil / waste pipes of various dia having 6 kg / sq.cm. pressure BIS mark and providing leak proof joints using PVC adhesives including fixing to the wall with special PVC / MS clamp, teak wood plugs, brass screws, 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
Supplying and fixing best quality and make of ready mixed HDPE water storage tanks having 1000 litres capacity made of PVC materials including necessary provision for conveying, jointing delivery lilne, scour pipe, over flow pipe et c., and lifting the tank to the top of the building placing in position etc., complete as directed by the departmentaal officers. etc complete.
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 Mortar 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)
Supplying, laying and jointing PVC pipes (having working pressure 10 kg. / sq.cm) of approved quality and best variety conforming to BIS of the following dia including cutting, threading and fixing PVC specials using PVC adhesives (but excluding cost of such specials) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works.
25mm dia pipe
20mm dia pipe
25mm coupler
25mm elbow
25mm Tee
25mm MTA
25mm FTA
20mm coupler
20mm elbow
20mm Tee
20mm MTA
20mm FTA
Providing expansion joint of 12.5mm wide in between RCC twin columns from top of pedastal to full height including filling the inner space with suitable non-absorbent, flexible and well compressible filler materials of approved quality and brand; finishing the sides of RCC columns with polysulphide sealents for a depth of 7.5mm on either side covering the inner space filled with filler materials as above etc., complete complying with standard specifications and as directed.
Supplying and fixinng of Pre cast RCC POST to asize of 0.15x0.15x2.10m using RCC 1:11/2:3, blue granite HBG 20mm metal includingn cost of materials and cost of mould, finishing etc., comlete including of reinforcement etc.,
Supplying and fixing barbed GI wire complying with standard specification and as directed by the departmental officers etc., complete.
Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first takinga pilot bore of 140 mm/150mm dia and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit.
Upto 60M depth ending Below Ground Level
From 60 M upto 90 M depth
Reaming the Borewell from 150mm dia pilot bore to 300mm dia bore as directed by the departmental officers up to the following depth ending below Ground Level. As per TWAD Rate
Upto 60M depth ending Below Ground Level
From 60 M upto 90 M depth
Supply and inserting PVC Casing Pipe assembly in the drilled holes including joining the pipes with PVC couplers with PVC adhesive etc., complete and supplying and packing annular space with pebbles TWAD Rate
150mm dia PVC casing pipe
Charges for developing the borewell with air compressor of 600 cfm capacity including transporation labour and fuel charges for compressor as directed by the departmental officers and conducting yield test by 'V' notch method. TWAD Rate
Supplying and fixing of PVC borewell end cap of size 200mm dia.
Labour charges for inserting PVC casing pipes assembly (with slots (or) without slots) in the drilled hole including jointing the pipes with PVC couplers with cement paste etc., complete supply and packing the annular space with pebbles of size and quality 200mm dia casing pipe.
Supply and delivery of Electric Monoset centrifugal pump conforming to IS 9079:2002 as amended from time to time, with CI FG 200 Casing , hydraulically and dynamically balanced Bronze grade LTB-2 impeller, impeller ring and casing ring, stainless steel shaft capable of discharging required quantity of water against a total head noted below due to all causes. Pump shall of BEE 3 Star Rated and capable of discharging the specified quantity at the head noted at the minimum NPSHA at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase , 415 V+/- 10% , 50 Hz +/- 5%. Squirrel cage induction motor for continuous operation. The speed of the Pump and Motor shall be not less than 2700 to 2900 RPM respectively. (Duty 500lpmx20m)
Supply and delivery of Electric Monoset centrifugal pump conforming to IS 9079:2002 as amended from time to time, with CI FG 200 Casing , hydraulically and dynamically balanced Bronze grade LTB-2 impeller, impeller ring and casing ring, stainless steel shaft capable of discharging required quantity of water against a total head noted below due to all causes. Pump shall of BEE 3 Star Rated and capable of discharging the specified quantity at the head noted at the minimum NPSHA at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase , 415 V+/- 10% , 50 Hz +/- 5%. Squirrel cage induction motor for continuous operation. The speed of the Pump and Motor shall be not less than 2700 to 2900 RPM respectively - 300x50 lpm/m
Supply and delivery of direct on line starter confirming to IS13947 and IEC60947-1 suitable KW rating for operation in AC/Three Phase/50HZ(±5%) and 415V(±10%) including Ammeter,Voltmeter,Thermal Over load relay,16Amps 2 pole Magnetic Contactor with under Voltage protection,Indication lamp,starting capacitor,running capacitor and On/Off Push button switches,5 way connector,wiring with 1sq.mm/1.5sq.mm copper PVC insulated cable,powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately).
Conveyance of power pumpst and its accessories upto 10KM as directed by the Departmental officers.
HORIZONTAL SQUIRREL CAGE MOTOR 1500 RPM - Supply and delivery of AC three Phase 4 pole Horizontal squirrel cage Induction motor confiriming to IS 325/1996 and as amended thereafter with Class F insulation to suit the speed of pump and suitable for operation with continous S1 rated, 415 V +/- 10 %, 50 HZ +/- 5%, TEFC (upto 20 HP), SPDP (above 20 HP). The motor offered should be of energy efficient motors.
HORIZONTAL SQUIRREL CAGE MOTOR 1500 RPM - Supply and delivery of AC three Phase 4 pole Horizontal squirrel cage Induction motor confiriming to IS 325/1996 and as amended thereafter with Class F insulation to suit the speed of pump and suitable for operation with continous S1 rated, 415 V +/- 10 %, 50 HZ +/- 5%, TEFC (upto 20 HP), SPDP (above 20 HP). The motor offered should be of energy efficient motors. - 30 HP
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. for 5 HP pumpset
Labour Charges for erection of Horizontal shaft, centrifugal pumpset (Coupled/Monoblock) in bore well/Open well including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventor and laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., complete and operating the pumps and trial run for 10 days including signing of completion of reports as required by EB authorities. (7.5HP)
Supplying and 6 sq.mm PVC insulated 3 core flat type copper cable confirming to IS 694/1990.
Supplying and fixing of 65mm dia G.I.(Medium) pipe for submercible pump in borewell TWAD Rate as per IS1239/Part I/2004.
Supply and fixing of 65mm (2-1/2") GI pipe (Class 'B') of 6 metre length with 300mm x 300mm x 6mm MS base plate duly welded at the bottom with concreting with construction of masonary pedestal with suitable MS box to house 5A control switch 16A fuse unit (500V) etc with suitable angle iron frame work with door and with lock and key arrangements and with supply and complete with necessary clamps on the above post with PVC unsheathed leads with painting of suitable colour
Supply and laying of 2 x 6 Sqmm PVC armoured LTUG cable in a trench to be excavated at a depth of 0.75 m and refilling the earthe to make good.
Supply anf dixing of 30W LED Street Light Fitting with LED suitable for LED Outdoor Fittings (Light Emitting diode, Higher End Philips/Havells/Equivalent) with necessary supporting items.
Supplying and fixing of 32 Amps DP Switch with Metal Clad (Front Handle) with fuse and neutral link on a suitable well varnished teak wood board including necessary interconnections and earth connections, cost of all materials etc., all complete
way / 8 way / 12 way vertical SPMCB sheet steel distribution boards flush type / surface type fitted with bus bars and neutral links with single phase MCB outgoings and separate 2 way provision for accommodating One No. 2 pole incoming MCB / Isolator and another separate 2 way provision for accommodating One No. 2 pole ELCB / RCD with label holder and provisions for taking up cable for size not less than 35 sq.mm.4 ways single phase DB No. of ways incomer MCB / Isolator - 2 No. of ways incomer ELCB / RCD - 2 No. of outgoings ways - 2 (Lower End)
Supply and fixing of 15A aerial fuse unit (500A) on suitable 100 x 100mm TW concealed box with hylem sheet on the tapping pole with necessary clamps .
Supplying and fixing of precoloured Galvalum sheets of 0.80 mm thick for roofing of best approved quality and colour of required size with ridge sheet with necessary self tapping nylon washers and bolts including cutting the sheet to the required size and labour charges for fixing etc., complete complying with standard specification and as directed by the departmental officer. (The Precoloured Galvalum sheet should be got approved by the Engineer- in- charge before use on works)
Supply and fixing of various diameter of pipes and specials to the correct position and alignment and as directed by the Departmental Engineers
160mm PVC Pipe (10 Ksc) with excise duty as per IS 4985/2000
160mm CID/F Sluice valve with cap as per IS 14846/2000
160mm PVC Bends fabricated 10 KSC
160mm PVC tail piece
160mm PVC equal tee
110mm PVC Pipe (10 Ksc) with excise duty as per IS 4985/2000
110mm CID/F Sluice valve with cap as per IS 14846/2000
110mm PVC Bends fabricated 10 KSC
110mm PVC tail piece
110mm PVC equal tee
110mm PVC coupler
Supplying, laying and jointing G.I. Pipes of approved quality and best variety of "B" class pipe of the following dia including labour fixing G.I. Specials, (excluding charges for cutting and threading of pipes, cost of such specials) to wall with necessary teak wood plugs, clamps, screws, thread balls, shellac, etc., making holes on the walls (or) drilling holes in roof and making good the dismantled portions to original condition with necessray brick work / concrete and plastering wherever necessry with necessary scaffolding charges. The pipes are to be painted with the 2 coats of good variety and approved best quality of synthetic enamel paint over a priming coat of red oxide etc., complete in all floors complying with standard specification. G.I. pipes shall be got approved by the Executive Engineer before use on works. Above ground level.
150mm dia GI pipes:
100mm GI pipes
65mm dia GI pipes:
50mm GI pipes
Supplying and fixing in position of first quality and approved variety of new Gun Metal Gate / Wheel Valve (heavy type) with ISI mark of the following sizes including cost of shellac, thread ball etc., including labour charges for cutting and threading of G.I. Pipes for jointing the valves with leak proof joint and also providing two coats of painting with good quality and approved variety of synthetic enamel paint etc., complete complying with standard specification and as directed by the departmental officers. The Valves are fixing for both internal and external water supply arrangements. (The Gate/wheel valve should be got approved by the Executive Engineer before use on work.)
150mm dia Gun Metal Gate Valve:
100 GI Gun Metal Gate Valve
65mm dia Gun Metal Gate Valve:
50mm Gun Metal Gate Valve
Supplying and fixing of various diameter of GI Pipes and specials to the correct position and alignment and as directed by the Departmental Engineers('B')
150mm dia Flange:
150mm dia Coulpler:
150mm dia Tee:
150mm dia Bend:
100mm GI Elbow
100mm GI Bend
100mm GI Flange set
100mm GI Hex Nipple
100mm GI Equal Tee
100mm GI Plug
100mm GI coupling
50mm GI Flange set
65mm dia Dummy:
Supply and laying of 4 core 10 sq.mm. armoured copper cable for power wiring to the Terrace Pump Motor with runs of 14 SWG TC wire for earthing, providing in wall with suitable size GI clamps, screws, wooden plug, end termination by using suitable size the Departmental Officers.
Wiring with 2x 1.5 Sq.mm (22/0.3) PVC insulated single core unsheathed copper conductor cable of 1100 V grade in suitable PVC rigid pipe on wall and ceiling with PVC accessories in flush with wall with 3mm thick hylum sheet cover with TW switch box and 5A F.T switch with continuous earth wire connection of 14 SWG TC wire for making good of the concealed portio with suitable colour for PVC concealed light point / fan point (for Electronic Regulator)
Wiring with 2x4 sq mm PVC insulated SC unsheathed Cu. conductor cable of I100V. Plinth in suitable PVC casing on wall ci ceiling with bP switch box, non inter locking C.5. plug with continuous earth wire connection of 14 SWGTC wire far open PVC power plug point .
Earthing as per the ISI specification with an earth electrode of 2.1 mt. 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 brick masonry.
Supply and fixing of 4'40W Single box type flu.fitting complete with copper chokes and condensor with TW round blockon wll or ceiling with flu.tube PVC unsheathed copper leads from terminals to the fitting with flu.tube.
Supply and fixing of TNEB Metre board suitable for 3 phases 200A. Service connection made up of suitable angle iron frame work with supply and fixing of 3 No of 200A. Fuse units, copper earth plate with PVC insulated copper wire with earth connection .
Supplying and fixing of 1200mmm (48") ceiling fan complete with stepped electronic 300 w regulator with 300 mm down rod on the existing clamp.
Supply and run of 2 of 4sqm (56/.3) PVC insulated sc unsulated cu. Conductor of 1100V grade suitable PVC rigid pipe on wall celing with continuous earth wire connection of 14SWG TC to wire both painting of suitable colour .
Supply, Erection and Commissioning of 20kVA KIRLOSKAR GREEN or Equivalent make Diesel Generator with Indigenous Industrial KIRLOSKAR ( 4K1080TA G2 / 6SL1500TA G3 ), 4-stroke, 4 / 6 Cylinder Water Cooled, 1500 RPM Coupled with 125 / 200kVA KIRLOSKAR GREEN suitably rated at 0.8 PF,415 VOLTS – Three Phase, 50 Hz, 1500, self- excited and self- regulated, with brushless excitation, The Alternator meets the requirements of IS-4722 with ‘H’ Class Insulation and shall be Horizontal foot mounted single bearing type and with all standard Accessories.
Supply of 63 Amps Three Phase 500V 4 Pole Change over Swich
Service Connection Accessories L.T.1100V PVC Aluminum Armoured Under Ground Cable with ISI marck - 4 core 16 sq.mm.PVC Armoured UG cable
1.5 sq.mm. (22/0.3) PVC unsheathed SC copper cable
Supplying and Fixing of 5 star rated inverter (Carrier/Voltas/o General / Equivalent) 2 Ton Inverter Spilit AC for Large room and one year warranty including cost of material and fixing charges.
Supplying and fixing of various diameter of Ductile Iron Socket/Spigot pipes for class K7 as per IS 8329/2000 andd specials to the correct position and alignment and as directed by the Departmental Engineers.
200mm DI pipe
200mm DI socket
200mm DI flange
200mm DI bend
Sub Total Amount for above all items (excluding GST)
GST 18% for above SubTotal Amount
MANI & CO
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .