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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.3 LAccepted-AOC MAIN GALI NEAR SHIV MANDIR 133103 2021R2347 | YAMUNANAGAR | HARYANA | 133103 | L1 | Accepted-AOC OK | |
| 2 | Rejected-Technical | - | Rejected-Technical REJECTED |
Tender Value
Refer Docs
EMD Value
₹30,000
Closing Date
16 Mar 2021, 5:00 pmClosed
Arun Bhatia
Executive Engineer, Provincial Division No.2., Hr. PW (B and R), Deptt. Kurukshetra.
Upgradation of SHC into HWC way of Special Repair of 4 Nos. Sub Health Center at Village Rawa in Distt. Kuruskhetra (Under Health Wellness Scheeme).
2021_HRY_160157_2
PWD/AMB/KKR-2/110131
Open Tender
Construction Works
Works
180 days
Kurukshetra
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
₹30,000
16 Nov 2022
3 Mar 2021
17 Mar 2021
3 Mar 2021
16 Mar 2021
3 Mar 2021
Amount
Scraping cement plaster (HSR-8.32 (C)
Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing in cement HSR 8.5. (b) in cement
Dismantling cement conglomerate / terrazzo floors 25 mm to 50 mm thick including concrete base(HSR-8.25)
Dismantling concrete reinforced cement concrete with cleaning and straightening and cutting of bars if required (HSR-8.6) ( e )
Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing in mud. HSR 8.5 (d).
First class brickwork laid in cement sand mortar 1:6 in first storey upto 4 meters above plinth level. (HSR-11.7)
Cement concrete 1:1.1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects. (HSR-10.82+10.95(a) )
Mild steel reinforcement for R.C.C. works where not included in the complete rate of R.C.C., including bending binding and placing in position complete. (HSR-18.21)
Cement Concrete 1:8:16 with stone aggregate 20mm nominal size in foundation and plinth.(HSR-10.29)
Providing and laying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30mm thick fine sand complete in all respect. HSR 10.159
Wrought iron & mild steel (using angles, flats,square bars, tees & channels) ladders, grills,gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates & tree guards etc., including cost of screws & welding rods or bolts & nuts complete fixed in position (HSR 18.12)
Removing door and windows (wood and steel) with chowkats by making recesses in walls when the walls is not to be dismantled (HSR-8.18) (a) door
(b) window
Pressed steel sheet frames (chowkats), consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hinges, conforming to P.W.D. specifications, including bolts for fixing stops, lock notch, provision for receiving tower bolts, and finished with one coat of ready-mixed paint red lead non-setting primer, of approved quality, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame, and cement concrete 1:3:6 for lugs complete:door and window frame size 127 mm X 50 mm with 40 mm wide double rebate -(HSR 18.34) (c)
Factory manufactured panelled and glazed door shutters of commercial hard wood, such as hollock, champ, chikrassy and chaplash,etc.,(non-coniferous timber other than teak,conforming to I.S.specification No.1003, kiln-seasoned),with 100 mm wide verticle styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 (HSR-17.91)
Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ,chikrassy and chaplash,etc.,(non-coniferous timber other than teak,conforming to I.S.specification No.1003,kiln-seasoned),with 100 mm wide verticle styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and including cost of iron hinges,screws,chocks/cleats,stops,nails etc., complete,fixed in position (excluding the cost of any fittings,other than specified above,but including labour for fixing the same in position).HSR-17.90
Factory manufactured wire gauze door and window shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash,etc.,(non-coniferous timber other teak, conforming to I.S.specification No.1003, kiln-seasoned),with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail, and wire gauze of 140G or 120G designation including cost of iron hinges, screws,chocks/cleats,stops nail etc.,complete fixed in position (excluding the cost of any fitings,other than specified above,but including labour for fixing the same in position)-(style and rails of windows shutter shall be 75 mm wide).(HSR 17.92b).
Base course of floors consisting of 100 mm thick cement 1:8:16 and 100 mm sand or stone filling (HSR-14.1)
Conglomerate floor 40 mm thick cement concrete topping 1:2:4 (HSR 14.9)
Providing and fixing vitrified tiles of size 600 x 600mm of approved make in flooring laid in any pattern as specified over base of 20mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade to tiles. (HSR-14.89)
Fixing Marble stone 17 mm & above thick in risers of step, skirting,dado, pillars and wall lining including matching the grains of marble slab in any pattern as specified laid on 12 mm thick cement coarsed sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match (HSR-14.52) (b)
White glazed tiles 15 cm x 15 cm, 5 mm thick in skirting and dado on 12 mm thick cement coarse sand plaster 1:3 in base and jointed with white cement slurry in joints, including bevelled corners. (HSR-14.48) ( a) (i)
Terracing consisting of tiles 22.86 cm X 11.43 cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles, including two coasts of bitumen laid hot at 1.65 Kg per sqm on top of R.C.C. slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc.(HSR 13.13).
12 mm thick cement plaster 1:5 (HSR-15.6)
10 mm thick cement plaster 1:4 HSR-15.52 (a)
Pdg. and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand piper to get an even and smooth finish including cost & carriage of all material labour charges, scaffholiding sundries etc. complete (J.K/Birla make) (HSR 16.81)
Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (HSR 16.58)
White wash and colour wash (HSR-8.32(a)
Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on old work, one coat to give an even shade. (HSR-16.62)
Providing and fixing GI Union in GI pipe including cutting and threading the pipe and making long screws etc. complete (new work) (DSR 18.46). 15 mm I/d
Drilling and tapping cast iron pipe line of all diameters and screwing in ferrule and connections. 40mm I/d (HSR 28.22)
Cutting holes upto 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required. (HSR 28.24) a) 11.43 cm thickness of walls
b) 22.86 cm thickness of walls
Fixing galvanised malleable iron holer bats hold fasts to pipe lines fixed on walls and ceiling including all cuttings to walls and making good to original condition. (HSR 28.28) 15mm internal diameter of pipe line
20mm internal diameter of pipe line
25mm internal diameter of pipe line
40mm internal diameter of pipe line
Providing and fxing gun metal gate valve with C.I. wheel of approved quality (Screwed end) (DSR 18.17) 20 mm I/d
Bailing out water from the trenches for making new connections in fully charged pipe lines including cleaning, trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. (HSR 28.47) (a) Upto 200mm I/d
Constructing brick masonry inspection chamber sizes as given below upto 0.60 meters average depth in cement mortar 1:5 lime concrete with 40 percent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement RCC 1:2:4 slab 100mm thick/C.C. topping 50mm thick with 455 mm x 455 mm / 455 mm x 610mm inside light duty C.I inspection chamber cover and frame weight as per I.S.I specification painted with 3 coats of black bitumastic superior paint complete as per standard design. (HSR 29.84) (C) Size 600mm x900mm inside (with 455mmx455mm cover and frame light duty single seal weighing 20 kg with RCC slab. (HSR 29.84) (C)
Providing and laying SW pipe grade –A in standard length of 600 mm each pipe marked with IS :651 and their lowering, cutting , jointing & testing as described in HSR item No. 29.38 to 29.40 including the cost of jointing material as well as carriage, loading, unloading , stacking., handling, rehandling etc. complete in all respect to the satisfaction to the Engineer-in-Charge. (HSR 29.95) ii) 150 mm i/d
Providing and fixing in position best indian make towel rails fixed in with rawlslugs embedded in walls with C.P Brass screws, complete in all respect including cutting and making goods the walls etc. (HSR 30.68) (a) 25mm dia C.P brass adjustable. ii) 600mm long.
Providing and fixing in position glass shelf fixed in with rawl plugs with C.P brass screws complete including cutting and making good the walls etc. (HSR 30.69) c) Vitreous chinaware shelf 560mm long i) white.
Providing and fixing in position 15 mm I/d C.P. brass bib cocks of best quality (as required by the engineer I charge) (HSR 30.75) (a) Bib cock long body
(c) Bib cock
Providing and fixing HDPE water storage tanks of Sintex, Diplast, O.K. make with covers/lids marked with IS: 12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Engineer-in- Charge. (except civil work). 1000 ltr. capacity HSR 30.119 (e)
Filling under floor with sand (NS)
Note: In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable.
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