Tender For Construction Of Ugsr, Estate Water Supply, Medical Bio-Waste Pre-Treatment Plant, Estate Sewerage & Rain Water Harvesting System In Trauma Center Of Govt. Rajindra Hospital Patiala, Punjab (Under Head 4210 Capital Outlay On Medical And Pub
Tender Value
67.44 Lakhs
Estimated cost
Bid Submission
06 Aug 2026
6 days left
EMD
1.34 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Patiala → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Ugsr, Estate Water Supply, Medical Bio-Waste Pre-Treatment Plant, Estate Sewerage & Rain Water Harvesting System In Trauma Center Of Govt. Rajindra Hospital Patiala, Punjab (Under Head 4210 Capital Outlay On Medical And Public Health).
BOQ
| Sl. No. | Item Description |
| 1 | Construction of UGSR 260000 ltr for fire fighting and for potable water including Pump house |
| 2 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. |
| 3 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 4 | Reinforced cement concrete M-30 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth including carriage |
| 5 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 6 | Reinforced cement concrete M-30 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in supersturcture. |
| 7 | Beams |
| 8 | walls |
| 9 | column |
| 10 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 11 | Extra rate for using steel produced in integrated plant from original ores complete in all respect as per the directions of Engineer-in-charge. |
| 12 | Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pillasters, buttersses etc when curved. |
| 13 | Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. |
| 14 | Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels |
| 15 | Centring and shuttering for Columns (Square or Rectangular or ply gonal in plain) |
| 16 | First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. |
| 17 | Ground Floor |
| 18 | First Floor |
| 19 | Extra rate for First Floor |
| 20 | 12.5mm thick cement plaster 1:5. |
| 21 | 12.5mm thick cement plaster 1:4. |
| 22 | Supplying and fixing of Japani sheet frames (Chowkat) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest), including iron lugs (hold fasts) iron hinges conforming to PWD specifications including bolts for fixing steps, lock notch provision for receiving tower bolts and finished, fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete to the satisfaction of Engineer-in-charge. |
| 23 | Door and window frame of size 113mmx60mmx with 35mm wide single rebate |
| 24 | Providing & fixing of Box type steel windows, made of various ERW section outer 60mm x 25mm, central mullion 60mm x 25mm, for shutter 50mm x 20mm having thickness of 1.25mm (18 gauge), shash bar MS Tee 25mm x 3mm where required joints mitred and electrically flash-welded, with iron fittings incluidng necessary iron handles,hinged cleat, tower bolts, iron hold fast and pintle hinges complete (excluding glazing and wire guage) and finished with ready mixed paint red lead non setting primer complete as per specification, Drawings and to the entire satisfaction of engineer-in-charge. (Note:- Glazing, wire guage and grill will be paid as per respective items) |
| 25 | Extra for providing & fixing Steel Tube beading size 12mm x 12mm, 18 guage of approved shape and section with screw for fixing of glass panes in stead of glazing clips and metal slash putty in steel doors, windows & Ventilators complete in all respect |
| 26 | Wire gauge fixed on steel windows of standard rolled steel section, with 3mm thick flat iron cover moulding of 12.5mm width, fixed with machine screws, complete in all respects. |
| 27 | Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position. |
| 28 | Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. Glass panes 4mm or 10.75 kg / sqmexceeding 0.4 sqm of area |
| 29 | Factory manufactured solid flush door fixed in position iron hinges, etc (excluding the cost of any fittings other than specified above but including labour for fixing the same in position (Code : II Revision IS-202 Part-I) 1999,Commercial with elm or gurjan facing on both \ Sides with laminated core and lipped edges:-35mm thick |
| 30 | Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)For shutter area above 0.50 sqm |
| 31 | Providing and fixing aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :300mm x 16mm |
| 32 | Applying priming coat with metal primer on new steel or iron work including preparation of surface. |
| 33 | Preparation of plywood surface for painting including sand papering the surface and applying filling with approved quality fillers consisting of white lead, linseed oil, Varnish, and Chalk Mitti including finishing the surface to required finish complete. |
| 34 | Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. |
| 35 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 36 | Finishing walls with Premium Acrylic smooth exterior paint with silicon additives of required shade with two or more coats applied @ 1.43litre/10 Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm |
| 37 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).R.C.C. Manhole cover 560mm i/d RCC man hole cover with frame as per ISI |
| 38 | Foot Rest for Manhole.Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design. |
| 39 | Screed of 50mm thick cement concrete 1:8:16 with stone aggregate 40mm gaugeto be laid below the topping using mechanical mixer for mixing of material |
| 40 | First Floor |
| 41 | Extra rate for First Floor |
| 42 | Conglomerate floor 50mm thick cement concrete topping 1:2:4 (Using mechanical mixer for mixing of material). |
| 43 | 20mm thick grey polished skirting or dado consisting of bottom layer of 16mm thick cement sand plaster 1.3 and finished 3mm thick topping of neat cement rubbed and polished including rounding of junction with floors. |
| 44 | Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing |
| 45 | Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified. |
| 46 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kgf / cm²) conforming to IS : 4985, including fixing with MS ClampU-PVC pipes (working pressure 4kgf. / sqcm)pipe 110 mm dia. |
| 47 | Providing and fixing 110 mm dia. U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge.UPVC 110 mm bend |
| 48 | Providing and fixing 110 mm dia SWR U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer-in-charge. |
| 49 | Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16. |
| 50 | Bottom Khurra on ground 1.2m. x 0.6m. consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5m.m. thick cement plaster 1:3. |
| 51 | Providing and fixing in position gratings 150mm x 150mm for gully trap.PVC grating PTMT |
| 52 | Providing and fixing stair case railing made out of M.S. Square bars 20x20m as vertical cost 0.70 metre high fixed with M.S. Base plate of 40mx40mmx6mm and flat iron 40mmx6mm as hand rail complete in all respects. |
| 53 | Providing & installing,testing & commisioning of 1 no electrically driven Boosting Pump set of 5.00 BHP (KSB / crompton equilent make capable of delivering 350 LPM against a head of 50 mtr complete in all respect as per specifications (One working+one Standby) |
| 54 | Providing & fixing 2.50mm2 core cable to Submersible Pump complete in all respect as per specifications |
| 55 | Providing & installation of smart starter panel board of 5BHP complete in all respect. |
| 56 | Estate Water Supply |
| 57 | Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. |
| 58 | Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. |
| 59 | 80mm i/d pipe lines laid complete |
| 60 | Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects. |
| 61 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).Class PN-1 as per ISI |
| 62 | 80mm i/d Sluice Valves flanged |
| 63 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 64 | Providing & fixing C.I indicating plates of size 100mm x 100mm for SV/FH including synthetic enammel paint & letters in white enamel paint , fixing in the ground with angle iron of size 25x25x5mm, 230mm height from ground including concrete block complete in all respect as directed by Enginner-in-Charge. |
| 65 | Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete. |
| 66 | Sub Head-1 Medical Biowaste Pre-treatment Plant |
| 67 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 68 | 110 mm o/d pipes |
| 69 | 160 mm o/d pipes |
| 70 | 200mm o/d pipe |
| 71 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 72 | Depth not exceeding 3 m. BGLAll kinds of soil except rocky |
| 73 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 74 | Constructing brick masonry manhole in cement mortar 1:5 (1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard |
| 75 | Inside size 90x150 cm |
| 76 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 77 | For depth not exceeding 3.0 m B.G.L.For all classes of soil except rocky |
| 78 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 79 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 80 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 81 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 82 | 12.5 mm thick cement plaster 1:3 |
| 83 | Cement rendering on plaster 1mm thick |
| 84 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 85 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 86 | Extra rate for using steel produced in integrated plant from original ores complete in all respect as per the directions of Engineer-in-charge. |
| 87 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 88 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).RCC Man hole cover with Frame560mm i/d RCC man hole cover with frame as per ISI |
| 89 | Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 (150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weightas per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design. |
| 90 | 450mm x 600mm inside with 455mm x 610mm cover and frame light duty double seal |
| 91 | Sub Head-2 Medical Biowaste Pre-treatment Plant |
| 92 | BIOLOGICAL EFFLUENT TREATMENT PLANT FOR 3 KLD |
| 93 | Estate Sewerage |
| 94 | Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. |
| 95 | 110 mm o/d pipes |
| 96 | 160 mm o/d pipes |
| 97 | 200 mm o/d pipes |
| 98 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 99 | Depth not exceeding 3 m. BGLAll kinds of soil except rocky |
| 100 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 101 | Constructing brick masonry manhole in cement mortar 1:5 (1 cement : 5 coarse sand) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard |
| 102 | Inside size 90x150 cm |
| 103 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 104 | For depth not exceeding 3.0 m B.G.L.For all classes of soil except rocky |
| 105 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 106 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 107 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 108 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 109 | 12.5 mm thick cement plaster 1:3 |
| 110 | Cement rendering on plaster 1mm thick |
| 111 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 112 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 113 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 114 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).RCC Man hole cover with Frame560mm i/d RCC man hole cover with frame as per ISI |
| 115 | Inside size 120x180 cm on 160mm dia pipe line |
| 116 | Excavation in trenches with straight or open cutting in streets, lanes or in open area with 3D/JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings,including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching, etc., fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 117 | For depth not exceeding 3.0 B.G.L.For all classes of soil except rocky |
| 118 | For depth exceeding 3.0 but not exceeding 4.50 B.G.L.For all classes of soil except rocky |
| 119 | Cement Concrete 1:4:8 with stone ballast of size. 40 mm guage. using concrete mixing volumetric type |
| 120 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth |
| 121 | Cement Concrete 1:2:4 with stone ballast or shingle.using concrete mixing volumetric type |
| 122 | Floating coat of 1:5mm thick neat cement laid in one operation to the topping |
| 123 | 12.5 mm thick cement plaster 1:3 |
| 124 | Cement rendering on plaster 1mm thick |
| 125 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. |
| 126 | Cold twisted deformed (Ribbed/ Tor Steel Bar/TMT) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete |
| 127 | Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design |
| 128 | Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).RCC Man hole cover with Frame560mm i/d RCC man hole cover with frame as per ISI |
| 129 | Rain Water Harvesting System |
| 130 | Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. |
| 131 | 110mm o/d PVC pipe of 4 Kgf. / sqcm |
| 132 | 160mm o/d PVC pipe of 4 Kgf. / sqcm |
| 133 | Excavation in trenches with straight or open cutting in a street, lanes or in a open area with 3D/JCB or excavator including manually dressing bed, trimming sides & slide slope for sewer & manhole to full depth as shown in drawing, including, dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables ,electric lines, water supply lines and gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching etc. fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level removal of surplus spoils from the site of works upto chain (15 m), complete in all respects. |
| 134 | For depths not exceeding 3.0 metre B.G.L.For all classes of soil except rocky |
| 135 | Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. |
| 136 | Construction of Haudi internal size 0.90mtr x 0.90mtr & 0.90mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x600 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge |
| 137 | Construction of Haudi internal size 0.45mtr x 0.45mtr & 0.45mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x450 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge Please Enable Macros to View BoQ information |
| 138 | Construction of Haudi internal size 0.45mtr x 0.45mtr & 0.45mtr depth in Brick masonary 1:5, bed 40mm thick cement concrete 1:2:4, 150mm thick base lean concrete 1:8:16, RCC Slab cover 75mm thick inside plaster, cement rendering & RCC man hole cover 450x450 mm clear inside opening rectangular RCC Manhole cover with frame Light Duty complete as per Drawing attached & as desired by the Engineer-in-charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender