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Car Parking And Kerbs Near Bakshi Khana In Judicial Complex Sirsa Car Parking And Kerbs Near Bakshi Khana In Judicial Complex Sirsa, Sirsa-Haryana

Public Works Department-PWD has published Car Parking And Kerbs Near Bakshi Khana In Judicial Complex Sirsa Car Parking And Kerbs Near Bakshi Khana In Judicial Complex Sirsa. Submission Date for this Tender is 08-10-2021. Parking Services Tenders in Sirsa Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

29328789
Car Parking And Kerbs Near Bakshi Khana In Judicial Complex Sirsa Car Parking And Kerbs Near Bakshi Khana In Judicial Complex Sirsa
Open Tender
Indian
Haryana
Sirsa
08-10-2021

Tender Details

Car Parking And Kerbs Near Bakshi Khana In Judicial Complex Sirsa Car Parking And Kerbs Near Bakshi Khana In Judicial Complex Sirsa

Key Value

Document Fees
INR 1000 /-
EMD
INR 22000.0 /-
Tender Value
INR 10.62 Lakhs /-

BOQ Items

Name of Work: Car Parking and Kerbs near Bakshi Khana in Judicial Complex Sirsa.
Sl. No. Item Description
1Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters. ( HSR 6.6)
2Earth Filling Under Floorsearth work (exclusive of compensation for earth ) inexcavation, in ordinary soil, and filling, in 15 cm layers, infoundation and plinth including ramming, watering andconsolidation nder floors with earth brought from a distancenot exceeding 30 metres.(HSR 6.13-b)
3Cement concrete 1:8:16with brick ballast 40mm nominal size in foundation and plinth (HSR. 10.26)
4Cement concrete 1:8:16 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.28)
5Pre cast cement conc.1:2:4 with stone agg. 20mm nominal size in kerbs and the like items finished smooth with 6mm thick cement plaster 1:3 on exposed surface including form work, placing and fixing in position, complete at the ground level or in first storey.(HSR.10.77)
6Cement cocnrete 1:1-1/2:3 with stone aggregate 20mm nominal size for reinforced concreteWork in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforecment,but includingcentring and shuttering, laid in position, complete in all respect (HSR 10.82+10.95-a)
7Cement concrete 1:1½:3 with stone aggregate 20mm nominal size forreinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement butincluding centring and shuttering, laid in position, complete in all respects. (Ch. 10.86+10.95-a)
8Providing and laying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30 mm thick fine sand complete in all respect.(HSR 10.159)
9First Class Brick work laid in cement sand mortar 1:6 in foundation & plinth (HSR 11.2)
10First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. (HSR11.7 )
11Terracing 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 25mm mud palster and another layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 Kg. per sqm. on top of R.C.C. slab includinggrouting with cement sand mortar 1:3 ad top surface to be left clean etc. (Ch. 13.13)
12Base course of floors consisting of 100mm thick cement concrete 1:8:16 and100mm sand or stone filling. (HSR14.1)
1312mm thick cement plaster 1:4 (HSR. 15.5)
14Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including the surface to required finish complete (HSR. 16.1)
15Painting two coats excluding priming coat with syntheticenamel paint in all shades on new wood work or metallic or plastered of concrete surfaces to give an even shade.( HSR. 16.3)
16Providing and Applying priming coat with cement primer in all shades on newely plastered or concrete exterior surface.(Note: First quality paint/primer or reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.25).
17Preparation of plastered surfaces for oil bounddistemper including sand papering the surface, applying one coat of linseed oil and filling with approved quality filler, consisting of white lead, linseed oil,varnish and chalk mitti including finishing the surface to the required finish complete (HSR. 16.52)
18Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work (HSR. 16.58)
19Providing two coats of exterior acrylic emulsion paint. (b)1st quality (HSR. 16.79-b)
20Factory manufactured soild flush door shutters, with block board core as per I.S. No. 1659-1969 bonded with water prooftype phenol formaldehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in position, including iron hinges, screw, chocks/cleats and stops, etc. (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position)(a)commercial veneering with vertical grains or cross bands and face veneer on both sides comercial facing with laminated core and lipped edges.(iii)35mm thick(HSR. 17.93(a- iii)
21Steel reinforecement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending binding, wastage, overlaps, welded joints, spacer bars, chairs, stay hangers and annealed steel wire etc and placing in position complete in all lrespects for all heights/depths/storeys/basement etc.Note:- Reinforement shall be measured in l;ength including hcoks, if any, separately for different diameters as actually used in work, excluding overlaps, Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall no be measured and cost of these items shall be deemed to be included in the rates for reinforcement.(HSR:18.22)
22Wire gauge of 140 G or 120 G designation fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5 mm width, fixed with machine, screws welded complete in allrespects. (HSR 18.32)
23Pressed steel sheet frames (chowkats), consisting of 2mm 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, locknotch, provision for receiving tower bolts, and finishedwith 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 concrete1:3:6 for lugs complete :- (a) door and window frame of size 89 mm x50 mm with 40mm wide single rebate ( HSR. 18.34-a ) (a) door and window frame of size 89 mm X 50 mm with 40 mm wide single rebate
24Construction brick masonary inspection chamber sizes as given below upto 0.60 metre 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 R.C.C. 1:2:4 slab 100mm thick/C.C. toppng , 50mmthick with 455 mm x 455mm/455mm x 610mm inside light duty C.I. spection 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.c)Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab)(HSR.29.84-c)
25Providing, SALT GLAZED STONE WARE PIPES GRADE ‘A’ INSTANDARD LENGTH OF 600 MM EACH PIPE MARKED WITH IS : 651 and their lowering, cutting, jointing and testing as described in HSR item no. 29.38, 29.39, 29.40 including the cost of jointing materials as well as carriage, loading, unloading stacking, handling, re-handling etc. complete in all respect to the statisfaction of Engineer-in-Charge (c)-200 mm dia (ch. 29.95-c)
26Providing and laying 100mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer.
27Providing and fixing in position best indian make , India type orissa or orya water closet suite for sinking into floor, with raised foot treads complete with 100mm H.C.I. P trap with or without vent as required and all other necessary fittings as fully described in item no. 30.1 above. -(b) size 630 mm-white (HSR. 30.2 (b) (i)
28EXTRA OVER Item nos. 30.1 to 30.4 and 30.6 FOR PROVIDING AND FIXING 15 LITRES CAPACITY LOW LEVEL VITREOUS CHINA WARECISTERN complete with flush bend all other necessary fittings instead of C.I. high level cistern complete with fittings.White (HSR 30.12 i)
29PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE LARGE FLAT BACK OR Angular lipped front Urinal 610MM (HSR 30.25 (I))
30Providing and fixing in position best indian make (ordinary) lavatory suites consisting of lavatory in vitreous chinaware size as given below (to the approvalof the Engineer-in-charge) including china plug for tap hole where necessary; RS or C.I Brackets for building into wall including painting; 32 mm C.P. Brass waste with C.P. brass chain and rubber plung; 15 mm C.P. Brass screw down piller tap with jamnuts or couplings best design (as approved by the Engineer-in-charge) All fittings Best Indian make and; to the approval of the Engineer-in-charge. All brass work chromium plated and complete in all respects including cutting and making good the walls, floors and Painting of fittings etc.White (IV) -size 550 mm x 400mm with one no tap (HSR. 30.41-white-iv)
31Providing & Fixing of G.I. Pipes 20mm internal dia (NS)
32Providing & Fixing of G.I. Pipes 25mm internal dia (NS)
33PROVIDING AND FIXING IN POSITION BEST INDIAN MAKE BEVELLED EDGE 5.5 MMTHICK MIRROR mounted on ASBESTOS sheet GROUND FIXED IN POSITION BY MEANS OF 4 NOS. CHORMIUM PLATED BRASS SCREWS AND WASHERS over rubber washers and rawl plug embedded in the wall of chromium plated brassclamps with C.P. brass screws (as required by the Engineer-in-charge) COMPLETE INCLUDING CUTTING AND MAKING GOOD THE WALLS ETC. indian make 600mm X 450mm .(HST 30.71-A-1)
34Providing and fixing in position superior quality 65mm i/d opening C.P. brass dome type hinged grating weighing about 750 gms. Fixed in cement mortar 1:2 complete in all respect (as required by the Engineer-in-charge) (as required by the Engineer-in-charge) (HSR. 30.74)
35Providing and fixing in position 15mm i/d C.P brass bib cocks of best quality (as required by the Engineer-In-Charge)( HSR.30.75-a,b) Bib Cock Long Body
36Bib Cock
37Providing and fixing in position C.P. brass stop cocks (as approved by the Engineer-in-charge) (b)-20mm stop cocks (ii) stop cock with flange(HSR.30.76-b-ii)
38Providing and fixing C.P. brass liquid soap container of best quality (as required by the Engineer-in-charge). (HSR 30.77)
39Providing and fixing HDPE water storage tanks of sintex, diplast o.k. supreme make with covers/lids marked with IS 12701 on roof top of building i/c cost of hoisting and placing in position making connections with inlet and outlet pipes providing overflow and scour provisions with suitable plug on scour pipe i/c cost of nipples, washers, flanges, for connections in tanks complete in all respect to the satisfaction of Engineer-in-charge. 1000 Ltr. Capacity (HSR.30.119)
40Pdg.and fixing PVCrain water pipe 6 Kg. pressure of finolex or Prince ISI mark in cement mortar during masonary work.( HSR.13.89)
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