Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC | ₹4.2 Cr | L1 | Accepted-AOC lowest value accepted |
| 2 | L2₹4.3 Cr+₹15.7 L (3.78%)Rejected-Finance | ₹4.3 Cr+₹15.7 L (3.78%) | L2 | Rejected-Finance quoted lowest as L2 |
| 3 | L3₹4.5 Cr+₹32.5 L (7.81%)Rejected-Finance NO 8 109 1 ARASAMARATHU KAADU MUTHUNAICKENPATTI SEMMAN KODAL POST OMALUR TALUK SALEM DISTRICT 636 304 | SALEM | TAMIL NADU | 636304 | ₹4.5 Cr+₹32.5 L (7.81%) | L3 | Rejected-Finance quoted lowest as L3 |
| Sl No | Description | Qty | Unit | V P INDIA PROJECTS L2 | INDRA INFRASTRUCTURES L1 | KJS CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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 refilling the sides of foundation with excavated sand or earth in layers of not more than 15cm thick well rammed water consolidated 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. | 1,095 | Cu.m | 102 ₹1,31,794.2 | 99 ₹1,27,917.9 Lowest | 106 ₹1,36,962.6 |
| 2.00 | Earth work open excavation in all soils and sub soils and to a full death as may be directed except in rock requiring blasting inclusive shoring, strutting dewatering wherever found necessary, depositing the excavated earth at site of work in Places shown by the departmental officers with an initial lead of 10m and lift of 12m, clearing and leveling the site etc. complete complying with standard specification. | 85 | Cu.m | 48 ₹4,814.4 | 46 ₹4,613.8 Lowest | 50 ₹5,015 |
| 3.00 | 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. | 125 | Cu.m | 745 ₹1,09,887.5 | 717 ₹1,05,757.5 Lowest | 773 ₹1,14,017.5 |
| 4.00 | 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 | 60 | Cu.m | 20 ₹1,416 | 19 ₹1,345.2 Lowest | 21 ₹1,486.8 |
| 5.00 | Supplying and filling in basement with Stone dust (Quarry dust) in layers of not more than 15 cm thick, well rammed watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 275 | Cu.m | 292 ₹94,754 | 282 ₹91,509 Lowest | 304 ₹98,648 |
| 6.00 | Cement Concrete 1:5:10 (One Cement, Five sand and Ten 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 | 106 | Cu.m | 4,568 ₹5,71,365.44 | 4,402 ₹5,50,602.16 Lowest | 4,746 ₹5,93,629.68 |
| 7.00Brick work in Cement mortar 1:5 (One cement and five sand) using second class sort ground moulded chamber burnt bricks of size 9"x4-3/8"x2-3/4" in cement mortar including curing etc. complete complying with standard specification and as directed by the departmental officers. | ||||||
| 7.01 | For foundation and basement | 110 | Cu.m | 6,862 ₹8,90,687.6 | 6,612 ₹8,58,237.6 Lowest | 7,128 ₹9,25,214.4 |
| 7.02 | For superstructure in Ground floor | 15 | Cu.m | 6,902 ₹1,22,165.4 | 6,651 ₹1,17,722.7 Lowest | 7,170 ₹1,26,909 |
| 8.00Brick work using second class ground moulded chamber burnt stock bricks of size 9” x 4 3/8” x 2 ¾” in cement mortar 1:6 (one cement and six sand) for foundation and basement and super structure, complying with standard specification including curing etc complete. | ||||||
Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
3 Sept 2025, 3:00 pmClosed
the Member Secretary
Jawaharlal Nehru Stadium Raja Muthiah Road Periyamet Chennai 600 003
Construction of a New Sports Hostel at District Sports Complex Madurai
2025_SDAT_589281_1
sports/2024-2025/066
Open Tender
Civil Works
Lump-sum
365 days
Madurai
Ref tender document
2 documents required · 2 mandatory
₹0
₹2.1 L
Yes
1 Dec 2025
5 Aug 2025
4 Sept 2025
6 Aug 2025
3 Sept 2025
6 Aug 2025
6 Aug 2025 - 13 Aug 2025
Amount
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 refilling the sides of foundation with excavated sand or earth in layers of not more than 15cm thick well rammed water consolidated 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 in all soils and sub soils and to a full death as may be directed except in rock requiring blasting inclusive shoring, strutting dewatering wherever found necessary, depositing the excavated earth at site of work in Places shown by the departmental officers with an initial lead of 10m and lift of 12m, clearing and leveling the site etc. complete complying with standard specification.
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.
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
Supplying and filling in basement with Stone dust (Quarry dust) in layers of not more than 15 cm 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 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
Brick work in Cement mortar 1:5 (One cement and five sand) using second class sort ground moulded chamber burnt bricks of size 9"x4-3/8"x2-3/4" in cement mortar including curing etc. complete complying with standard specification and as directed by the departmental officers.
For foundation and basement
For superstructure in Ground floor
Brick work using second class ground moulded chamber burnt stock bricks of size 9” x 4 3/8” x 2 ¾” in cement mortar 1:6 (one cement and six sand) for foundation and basement and super structure, complying with standard specification including curing etc complete.
For superstructure in Ground floor
For superstructure in first floor
For superstructure in second floor
For superstructure in third floor
For superstructure in Fourth floor
Supplying and erecting shuttering including necessary supports for plane surface in foundation and basement for RCC column footings, plinth beams, staircase steps, grade beams, sill slabs, etc., using mild steel sheets of size90cmx60cm and 10 gauge stiffened with mild steel angle of size 25mmx25mm x 3mm for boarding supported by silver oak joists of size 10x6.5cm etc. complete complying with standard specification and as directed by the departmental officers.
Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height with all cross bracings for plane surfaces as detailed below, using mild steel sheet of 90cm x60cm 10 guage stiffened with M.S. angle of 25 x 25 x 3mm for boarding, laid over silver oak joists of size 10cm x 6.50 cm spaced at about 90 cm centre to centre and supported by casurina props of 10 cm to 13 cm dia spaced at 75 cm centre to centre etc. complete in all floors complying with standard specification. (The payment for centering will be made only after the concrete is laid)
Plane surfaces such as RCC floor slab, roof slab, rectangular, square Tee or Ell beam, lintel, bed block staircase waist and landing slabs, landing beam, canopy etc.
Plane surface such as RCC square or rectangular column, RC sunshades, top and bottom slab of boxing, sill slab etc.,
For plane surfaces such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc.
Cement Concrete 1:11/2:3 (One cement, One & half sand and three hard broken stone jelly) using 20mm gauge hard broken granite stone jelly for all RCC item of works excluding cost of reinforcement grill, fabricating chages, centring and shuttering but including laying, vibrating with mechanical vibrator, finishing , curing , etc. and providing fixtures like fan clamps in the RCC floor/ roof slab wherever necessary and bearing surfaces of wall, beam 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 as directed by the departmental officers.
Foundation & Basement
In Ground floor
In First Floor
In Second Floor
In Third Floor
In Fourth Floor
Supplying and fabricating and placing in position steel reinforcement using Mild steel or Ribbed for Steel rods for all RCC works as per the design given including cost of steel and binding wire etc. complete in all floors complying with standard specification using MS Plain roads or RTS road.
Providing Anti-termite treatment to soil adjecent and under building foundation, plinth periphery of the building by application of chemicals of IS 6313 Part I to IV in stages to suit the progress of work consist as per the detailed specification as below. (Measurements taken for the plinth area for the purpose of payment) including breaking of termite mounds, making holes with crow bar, closing the holes after the treatment and including cost of chemicals, labour charges, transport and storing, etc., complete and as directed by the departmental officers. (The chemical should be got approved by Executive Engineer before use on work).
Stage-1: Spraying anti-termite chemical solution for the foundation before laying concrete, in bottom and sides of foundation.
Stage-2: Spraying anti-termite chemical solution to the grade beam level, spraying has to done for the grade beam, brick masonry contact with the back fill earth.
Stage-3: Spraying anti-termite chemical solution on the sand for the flooring before laying the flooring concrete. This treatment has to be carried out on the sand filling by making holes with crow bar to a depth of 60cms and at 60cms intervals on both direction and at junction of wall and flooring thoroughout.
Stage-4: Spraying anti-termite chemical solution alround building outside by making holes through bar before laying plinth protection and the holes to be closed after the treatment
providing granolithic floor finish of following thickness with plain cement concrete 1:2:4 (one cement ,two sand and four aggregate using 10-12 size hard broken gfranite stone jelly etc) complete complying witth standard specification and as directed by the departmental officers 40mm thick
Brick partition walls of 11.5 cm thickness using IInd class Ground moulded stock bricks of size 9”X4 3/8”x 2 ¾” in cement mortar 1:3 (one cement and three sand) including charges for fixing Hoop iron reinforcement if found necessary including curing etc., complete and as directed by the departmental officers. (The cost of hoop iron reinforcement shall be paid separately)
In Ground Floor Super Structure
In First Floor Super Structure
In Second Floor Super Structure
In Third Floor Super Structure
Weathering course in brick jelly lime concrete using best quality broken brick jelly of size 20mm uniform gauge in pure slaked lime (no sand to be used) in 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 design, slope and consolidated to the required finished thickness by beating the concrete with wooden beaters of approved pattern, keeping the surface constantly wet by sprinkling lime jaggery water, etc., complete complying with standard specification and as directed by the departmental officers.
Finishing top roof with one course of approved first quality Machine Pressed Tiles of size 230mm x 230mm x 20mm thick laid in cement Mortar 1:3 (one cement and three sand) 12 mm thick mixed with water proofing compound confirming to Indian standard as approved by the departmental officers at 2% by weight cement used and the joints pointed neatly to full depth of tiles with the same mortar mixed with the water proofing compound and red oxide etc. complete complying with standard specification.
Flooring with following anti skid ceramic tiles of size 305 x 305 x 6 mm laid over 20 mm thick cement mortar 1:3 (One Cement and Three 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)
Dadooing walls with best approved quality printed colour ceramic tiles of size 300 x 200 x 6 mm set in Cement Mortar 1:2 (One Cement and Two sand) 10 mm thick and pointing the joints with white cement mixed with colouring pigments at the rate Of 0.30kg/m2 etc complete
Paving the floor with best approved quality fine polished Kota stone slabs of size 600 x 600 of 18 / 20mm with machine cut edges and matching marble slab not less than 100mm width other than Adanga Marbles as border laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments and polishing with floor polisher to a high degree of finish etc., The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.
Paving the floor with pre-polished concrete anti-skid Step tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three 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)
Paving the floor with pre-polished concrete anti-skid floor tiles (Required shape and design) of 20mm thick of approved quality and colour laid in Cement Mortar 1:3 (One Cement and Three 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)
Providing and Fixing of PVC Trims (Corner beeding) at the outer corner profiles of the tiles including cost of material, labour and handling etc. as directed by departmental engineers at site of work and as per standard specification.
Brick Jelly Lime Concrete of 1:2:5 (One Lime,Two Sand and Five Brick jelly ) with 40 mm hand broken brick jelly for Sunken portions including dewatering wherever necessary and laid in layers of not more than 15cm thick, well rammed, consolidated and curing etc. complete complying with standard specification.
Plastering with Cement Mortar 1:3(One Cement and three sand) 20mm thick with Water proofing compound @2% rate by weight of cement including neat finishing, curing, etc, complete in all floors complying with standard specification.
Plastering with Cement Mortar 1:5 (One cement and Five sand), 12mm thick in all floors including finishing, curing etc. complete complying with standard specification and as directed by the departmental officers.
Special ceiling plastering and finishing the exposed surface of 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 sand) 10mm thick including hacking the surfaces and providing Cement Mortar beading nosing for sunshades, staircases, steps, landing slabs etc as directed by the departmental officer etc. complete including curing complying with standard specification.
Painting the Walls with with Two Coats plastic emulsion paint over one coat of primer of approved colour and good quality etc. complete complying with standard specification and as directed by the departmental officers.
Supplying and painting the walls 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 specifications (The colour and shade of the cement paint shall be got approved by the Executive Engineer before use of work).
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 and fixing in position best approved of BIS quality 160mm 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.
160 mm diapvc pipe
110 mm diapvc pipe
Supplying and fixing in position CRCA steel door frames 105 x 60mm with 35mm single rebate with 1.20mm thick sheet frames including bottom tie, hod fast and provision to fix aldrops, tower bolt, hinges and lock strike plates confirming to IS 4231 - etc.,
Supplying and fixing solid core flush shutters with teak ply on both sides with TW lipping alround 35mm thick with necessary adhesive and CP screwscomplying with standard specification. The rate isinclusive of best quality varnish over a coat of bees waxing, suppling and fixing suitable wind appliancesetc. complete. Rate shall be inclusive of ost of allmaterials and labour charges for fixing the shutterswith RCC frames etc. complete. including cost of furniture fittings) The sample of materials and fittingsshould be got approved by the Exe.Engr. before useon works.
Single Leaf Shutter
Supplying and fixing single leaf "Fibre Reinforced Polymer" (FRP) flush type shutter with FRP door frame made out of FRP sheets of 3 mm thick of overall size 65 mm x 50 mm with rebate suitably reinforced using MS angle for flats / cost of hold fasts and solid core FRP shutter thickness of 30 mm with colour pigment and using good quality fibre glass matt and resin at 1:2 ratio by weight with shutter of thickness 3 mm and over all provision for hinges with core filling either with agro based materials or fibre proof foam (in case of light weight) and the shutters provided with good quality seasoned treated hard wood cleats wherever found necessary for fixing furniture fittings like hold fasts, hinges tower bolts etc. complete complying with standard specification and as directed by the departmental officers.
Manufacturing, Supplying and fixing in position of steel windows 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 46x25 x 3mm at 2.28 kg/m and shutter section of made of F7D of 33 x 25 x 3mm 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 0.70 Kg/m at 3 Nos. for each shutter and additional diagonal stiffeners 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. 4 numbers of sturdy hinges and Two number of handle-cum-latch of special type made with 18x5mm MS Flats are revetted to the shutters at an appropriate height in window.
Two leaves
Three leaves
Fabrication, supply and fixing in position of aluminium natural colour matt finish louvered ventilator in all floors made with extruded aluminium section of following size with necessary accessories such as rubber beading, best quality of handle including supplying and fixing of 4 mm thick plain glass including cost of all materials, labour power consumption required for fabrication drilling holes in RCC column/floor slab/ masonry wall wherever necessary with power drills to the required extent and making good to the original condition after fixing etc., and as directed by the departmental officers etc. complete. The aluminium frames to be anodised under electrically controlled condition in accordance with ISI 1868/ 1962 specification for an average anodic film thickness of not less 15 microns and all the materials should be got approved by the Executive Engineer before use on work.
Fabrication, supplying and fixing of Steel door made out of 40x40x6mm M.S. angle section @ 3.50 kg/m used for outer frame and shutter made out of 35 x 35 x 5 mm M.S. angle section @ 2.60 kg/m with necessary stiffener 32 x 6mm. A tie bar of 32 x 6mm M.S. flat is used in bottom of frame in order to avoid twisting of door frame. The shutter and provided with required locking facilities and M.S. furniture fittings such as hold fast, hinge, tower bolt and aldrop. The cost is inclusive of cutting the members, welding, grinding, one coat of priming coat using best approved quality red oxide primer, dismantling of walls/ concrete if necessary, fixing and finishing the dismantled portion or original condition etc., complete complying with standard specification and as directed by the departmental officers.
Supplying and fixing fine polished cuddapah slab for of 20mm thick for cupboard arrangements including laying correct alignment etc., complete complying with standard specification and as directed
Supplying, fabricating and fixing in position of aluminium anodized Natural colour matt finish door half glazed and half PLB Board 12 mm thick PLB Board 5.5 mm thick glazed door using rectangular aluminium box section of fsizes of frame section 101.60 x 44.45 x 3.18 mm @ 2.399 Kg./M Shutter Sections Top and Middle Section 50 x 44.45 x 2.50 mm @ 1.292 Kg./M, Bottom Section 100 x 44.45 x 2.50 mm @ 1.974 Kg./M, Vertical Style 50 x 44.45 x 2.50 mm @ 1.292 Kg./M with necessary accessories such as rubber beeding, aluminium clips, best double action floor springs/door closer handles, lock and glass including all materials, labour and power consumption charges required for fabrication if necessary clipping, dismantling materials necessary holes in RCC column beams or masonry wherever necessary with power drill to the extent required and made good to the original conditions after fixing etc. complete. The aluminium surface is to be anodized with matt finish under electrically controlled condition in accordance with ISI specification 1868/1962 of anodic film thickness of not less than 15 microns (Fifteen) for all sections. All the materials should be got approved by the Executive Engineer before fixing in position as directed
Supplying and fixing M.S. Grills of approved design for open courtyard, grill, grill work to doors and window opening etc., using necessary mild steel flats for inner and outer members which should be fixed on edges including cutting the members,welding,grinding,one coat of primary coat using best approved quality red oxide primer, dismantling of walls / concrete if necessary, fixing and finishing the dismantled portion to original condition etc., complete complying with standard specifiction.
Paving the floor with best approved quality fine polished Granite Stone Slabs of size 1200 x 600 of 18 / 20mm thick of Synthetic Grey, Paradise and similar varieties with machine cut edges laid over a cement mortar bed of 20mm thick using cement mortar 1:3 (One cement and three sand) fixing the slabs with required cement slurry and laid in true right angles with minimum possible width of joints and pointing the joints with white cement mixed with mathcing colouring pigments etc., The granite stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.
Manufacturing,supplying and fixing of stainless steel hand rails for main staircase using 50 mm dia 304 L grade stainless steel pipe of 1.60 mm thick at required locations to a height of 900 mm from finished floor level welded to 38 mm dia stainless steel pipe post of 1.00 mm thick as vertical at 900 mm centre with 2 nos of 25 mm dia intermediate horizontal stainless steel pipe of 1.60 mm thick in between.The Vertical pipe has to be welded to the 100 X 100 X 6 mm Ms base plate encased in the base concrete.Thje rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges,etc.,complete.
Drilling bore wells anywhere in Tamilnadu including transportation from one place to another within Tamilnadu in alluvial soil sedimentary strata of clay and sandstone shale pebbles boulders etc, by first taking a pilot bore of 140mm / 150mm dia and then enlarging to required 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 drillng at site etc complete complying with standard specification and as directed by the departmental officers. Upto 60M Depth.
Reaming 140 / 150 mm dia pilot bore to 300mm dia bore etc complete complying with standard specification and as directed by the departmental officers.Upto 60m depth ending below ground level.
Supplying of PVC casing pipes 160mm assembly (With slot or without slot) in the drilled hole including welding the joints etc., complete supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineers
Slotted pipe 160 mm Dia
Plain pipe 160mm 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, cost including supply and packing the annular space with pebbles of size and quality etc complete complying with standard specification and as directed by the dept officers.
Charges for developing the bore well with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation, labour and fuel charges for compressor etc complete complying with standard specification and as directed by the departmental officers.
Supplying and fixing 1.50 HP single phase, 2880 RPM, Double stage Jet Motor with all accessories such as jet, 16 amp main switch and electric starter with ISI mark, Electric main board and giving electric connection with required wire etc. The Motor should be fixed with bolts and nuts in the masonry pedestal of size 450 x 450 x 600 mm using second class chamber burnt bricks 9" x 4 3/8" x 2 3/4" and plastering with cement morter 1:5 (one cement and five sand), 12mm thick etc including testing etc complete complying with standard specification and as directed by the departmental officers..(The Motor and accessories shall be got approved by the Executive Engineer before use on works).
Supplying and fixing of 3.00 HP of approved brand mono block pumpwith accessories of starter, Main switch, panel board etc. complete to suit the need (The pump set should be got approved by the Executive Engineer before supply)
Supplying and fixing in position first quality and approved Gun Metal Gate valve /wheel valve /check valve (Heavy Type) with ISI mark of the following sizes including cost of shellac,thread etc., Including labour for cutting and threading of GI Pipe etc.,Complete Complying with standard Specfications for both internal & External Water supply arrangements
25 mm dia G.M. Wheel Valve
32mm dia G.M. Wheel Valve
40 mm dia G.M. Gate Valve
50 mm dia G.M. Gate Valve
Supplying and fixing in position best variety and approved quality heavy type 15mm dia tap following type including cost for cutting and threading of the galvanised iron pipes cotton thread shellac etc. complete complying with standard specification.
15mm dia CP Screw Down Long body Tap
15mm dia CP Health faucet
15mm dia CP Wall Mixture with shower rose
Angle Cock
Swan neck Tap
Supplying and fixing in position Indian make bevelled edge mirror of approved quality and brand PVC / Fibre Glass framed 600 x 450 x 5.5mm thick mirror, shelf type with hard board backing of approved colour fixed with brass screws, rawl plug, etc., complete complying with standard specification. (The mirror should be got approved by the Executive Engineer before use on woks)
Supplying and fixing approved best quality brass CP towel rail 600mm long and 20mm dia with brackets of same materials including cost of teak wood plugs and CP screws, etc., complete complying with standard specifications. (The tower rail should be got approved by Executive Engineer before use on works).
Supplying and fixing best approved best quality brass CP soap tray of size 150 x 150mm including cost of teak wood plugs, brass screws, etc., complete complying with standard specifications. (The soap tray should be got approved by Executive Engineer before use on works).
Supplying and fixing in position GI unions of heavy duty of approved quality and good variety of various sizes inluding necessary cutting and threading of GI pipes for jointing the union and providing two coats of painting with good variety and approved quality of synthetic enamel paint over one coat of primer in case of pipe line above ground level / one coat of tar in case of below ground level for both internal and external water supply arrangements, etc., complete complying with standard specifications. (The GI unions should be got approved by Executive Engineer before use on works).
25 mm dia union
32 mm dia union
40 mm dia union
50 mm dia union
Supplying and fixing in position the following GI Specials of heavy type and approved quality and good variety excluding fixing charges but including necessary cutting and threading of GI pipes, jointing the GI specials and painting with two coats with good variety and best quality synthetic enamel paint over a coat of red oxide primer and jointing the specials with pipe line using shellac etc., complete complying with standard specification. (The GI specials should be got approved by the Executive Engineer concerned before use on works.)
50 mm dia GI Elbow
40 mm dia GI Elbow
32mm diaGI Elbow
25 mm dia GI Elbow
20 mm dia GI Elbow
15 mm dia GI Elbow
50 mm dia GI Tee
40 mm dia GI Tee
32mm dia GI Tee
25 mm dia GI Tee
20 mm dia GI Tee
15 mm dia GI Tee
50x40mm dia GI Reducer
40x32mm dia GI Reducer
32x25mm dia GI Reducer
25 x 20 mm dia GI Reducer
20 x 15 mm dia GI Reducer
50x40mm dia GI Reducer Elbow
40x32mm dia GI Reducer Elbow
32x25mm dia GI Reducer Elbow
25 x 20 mm dia GI Reducer Elbow
20 x 15 mm dia GI Reducer Elbow
50x40mm dia GI Reducer Tee
40x32mm dia GI Reducer Tee
32x25mm dia GI Reducer Tee
25 x 20 mm dia GI Reducer Tee
20 x 15 mm dia GI Reducer Tee
50 mm dia GI Hex Nipple
40 mm dia GI Hex Nipple
32mm dia GI Hex Nipple
25 mm dia GI Hex Nipple
20 mm dia GI Hex Nipple
15 mm dia GI Hex Nipple
Supplying and fixing in position best quality cuddapah sink of size 600 x 450 x 200mm including cost of 32mm dia CP waste coupling, 32mm dia PVC waste pipe with rubber plug and chain, 15mm dia brass nipple including fixing the sink in position and testing for leakages etc., complete complying with standard specifications excluding CI brackets. [The sink and specials should be got approved by the Executive Engineer before use on works]
Supplying and fixing in position best quality and approved make Indian made 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 by means of 75 mm long and 65 mm dia counter sunk bolt and nuts embedded in the floor with rubber or fibre washer white glazed European Water Closet with 100 mm "P" or "S" trap with double flapped rigid PVC black seat and seat cover with C.P. brass hinges including supply and fixing 10 litres capacity PVC low level flushing tank with a pair of C.I. brackets, etc., complete with all fittings such as 15 mm brass ball valve with polythene float with brass handle, union coupling connected by means of 40 mm white PVC flush hand using Indian adopter joint including all internal fittings such as 15 mm brass connections, 15 mm G.M. wheel valve, 15 mm brass nipple (2 Nos.), 15 mm nylon connection and fixing the low level ISI marked flushing tank with T.W. plugs and screws and giving necessary connection to the PVC pipe including cost of 600 mm length of 110 mm dia PVC Pipe and painting the Cost Iron Bracket with 2 coats of approved synthetic enamel paint over one coat of red oxide primer and redoing the dismantled masonry to slab original condition etc. complete complying with standard specification.
Supplying and fixing position CI Nahani Trap size 100 x 75mm with 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 and fixing in position 150 x 100mm "P" or "S" stoneware gully trap 'A' grade with CI double gratings of size 150 x 150mm and 230 x 230mm at bottom and top respectively with necessary earth work excavation laid over a bed of brick jelly cement concrete 1:3:6 (One cement, Three sand and Six broken brick jelly) 150mm thick using 40mm size broken brick jelly including necessary brick work and plastering including dismantling masonry wherever necessary and re-doing the damaged portions to the original conditions using cement concrete 1:3:6 using 20mm stone jelly for fixing the gully trap and giving connections to stoneware sewer line etc., complete complying with standard specifications. [Earth work excavation, brick work, plastering shall be measured and paid separately]. The stoneware gully trap 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
75mm dia PVC soil / waste pipe
110mm dia PVC soil / waste pipe
160mm dia PVC soil / waste pipe
Supplying and fixing in position PVC specials of the following dia 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, dismantling the masonry or RCC works and re-doing the dismantled portion to original condition etc., complete complying with standard specifications. (The PVC specials should be got approved by the Executive Engineer before use on works).
160mm dia PVC Elbow
110mm dia PVC Elbow
75mm dia PVC Elbow
110mm dia PVC Elbow with Door
75mm dia PVC Elbow with Door
160mm dia PVC Tee
110mm dia PVC Tee
75mm dia PVC Tee
110mm dia PVC Tee with Single Door
75mm dia PVC Tee with Single Door
110mm dia PVC Y
75mm dia PVC Y
110mm dia PVC "Y" with Single Door
75mm dia PVC "Y" with Single Door
160mm dia PVC bend
110mm dia PVC bend
Supplying and fixing in position PVC cowls of following dia of best approved quality conforming to BIS, etc., complete complying with standard specifications. (The PVC cowl should be got approved by the Executive Engineer before use on works).
50mm dia PVC Cowl
75 mm dia PVC Cowl
110 mm dia PVC Cowl
Supplying, laying and jointing the following PVC pipes (brand or equivalent) of following diameter of approved quality and best variety of pipes with pressure withstsnding 15 kg/sq.cm and laid properly above ground level to alignment including fixing of required GI specials but excluding cost of such specials, cutting and threading, including fixing to walls with necessary teakwood plugs clamps and screws making holes in the wall or drilling hole in the roof and making good of the distributed portion in the original condition with necessary brick work and plastering wherever necessary with necessary scaffolding charges. The pipes to be painted with two coats of good variety and best quality of synthetic enamel paint over coat of red oxide primer etc. complete in all floors complying with standard specification, (The PVC pipes shall be got approved by the Executive Engineer before use on works.)
15 mm dia PVC Pipe
20 mm dia PVC Pipe
25 mm dia PVC Pipe
32 mm dia PVC Pipe
40 mm dia PVC Pipe
50 mm dia PVC Pipe
Supplying laying and jointing G.I. pipes of 20mm dia of approved quality and best variety of 'B' class pipes for External water supply arrangement below Ground level and laid properly to alignment including fixing of required GI specials but excluding cost of special cutting and threading. The rate shall be inclusive of necessary earth work excavation of size 40cm width and to an average depth of 50cm including sand filling to a depth of 15cm the pipe shall be covered with tar dipped gunny tap and refilling the trench with excavated earth etc., complete. The G.I. specials can be measured and paid for separetly. The GI pipe shall be got approved by the Executive Engineer before use on works.
Construction of Inspection chamber or manhole of the following size including necessary earth work excavation in all soils to full depth as may be directed with sand filling at bottom of the chamber for 10cm thick, concreting CC 1:5:10 using 40 mm guage HBGs jelly 10 cm thick and sode walls 9" thick brick work in cement mortar 1:5 using II class chamber burnt bricks of size 9" x 43/8" x 23/4" filling the size of foundation with excavated earth, plastering with cm 1:3 20m thick for inside and bottom and making necessary benching with brick jelly cement concrete to the required slope and finishing neatly etc., complete.
Inspection Chamber of Size 0.60 x 0.60 x 0.60m (average depth)
Inspection Chamber of Size 0.75 x 0.75 x 0.90m(average depth)
Inspection Chamber of Size 0.75 x 0.75 x 1.2m(average depth)
Supplying and fixing in position CI manhole covers with CI frames (Heavy duty) of size 75cm x 75cm of best approved quality as per standard specification etc., complete compying with standard specifications
supplying and filling with graded metal recharge pits of rain water harvesting
20mm metal
40mm metal
Providing water proofing with water proofing cement slurry mixed with 2% WPC of approved brand of 2 coats and 20 mm thick plastering admixed with WPC for 2 layers for basement floor treatment are treated one after other. 'V' grooves shall be cut along the construction joint on both sides of the wall slab joints shall be filled with water proofing admixtures. G.I nipples shall be fixed along the construction joint and pressure grouted using neat cement slurry admixed with expanding grouting additives. Acryl polymer based membrane shall be applied in 2 coats on the retaining wall externally in the proper interval polymer bonding agent shall be mixed with neat cement slurry and applied as bonding coat. That coated area shall be plasted of 20 mm thick mortor 1:4 admixed with integral water proofing agent as per ISI specification
Supplying and fixing of CI steps of approved quality including dismantling masonry wherever necessary and redoing the damaged portion to original condition
Providing PVC water bar of 150mm wide of approved quality and brand and including fixting etc complete complying with standard specifications and as directed
Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed.
Providing Cup board shutter arrangements using 75mm x 40mm Teak wood Scantling for frames, 19mm thick commercial plywood shutters with 1 mm thick wood grain pattern laminate,two coats of ready mixed paint of approved quality and colour over a priming coat including the cost all materials tower bolt 150 mm long, Lock, Ornamental handle 150 mm long, etc., complete.
V P INDIA PROJECTS (BID ID -1447266)
KJS CONSTRUCTION (BID ID -1447310)
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_703965.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 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 .