Department Of Industries And Commerce has published Tender For Internal Development (I.E. Road Network, Water Supply Network, Sewage Network, Storm Water Drainage Network And Treated Water Network) At Industrial Park, Wazirabad. Submission Date for this Tender is 30-06-2023. Road Repair Tenders in wazirabad Punjab. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Sub Head: Road Network Clearing and Grubbing Road Land: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable Material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical clause 201 of MORT&H specifications. |
| 2 | In area of Light Jungle (By Mechanical Means) |
| 3 | Compacting original ground below road crust |
| 4 | Loosening, leveling & compacting original ground below embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications |
| 5 | Construction of road embankment with good quality earth obtained from borrow pits including compensationof the earth and royalty for earth taken from private land including excavation, loading, unloading, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications to the entire satisfaction of Engineer-In-Charge. |
| 6 | Laying and spreading soil on a prepared sub grade, pulverizing, mixing the spread soil in place with rotavator with 2 per cent Cement, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base complete as per Technical clause 402 of MORT&H specifications |
| 7 | Construction of granular sub-base by providing material as per grading-III (Table 400-1 of MORT&H 5th Revision), mixing in a mechanical Mix Plant at OMC, carriage to site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications |
| 8 | Dry Lean Cement Concrete Sub- base:- |
| 9 | Construction of dry lean cement concrete Sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, carriage to site and aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg / cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site with transit mixer, laid with a paver with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing & curing. |
| 10 | Plain Cement Concrete Pavement:- |
| 11 | Construction of un-reinforced M-40 grade concrete pavement with dowel jointed over a prepared sub base with 43 grade OPC cement of concrete, coarse & fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fully computerized batch mix plant as per approved mix design, transported to site in transit mixer with lead to site laid with a fixed form or slip form paver, spread, compacted & finished in a continuous operation including provision of contraction, expansion, construction & longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,admixturesas approved, curing compound, finishing to lines &grades as per clause 602 of MORT&H 5th Revision. |
| 12 | Precast Cement Concrete Kerb |
| 13 | Providing & laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250 mm high with bottom width 165 mm & top width 115 mm made over strong vibratory table & fixing with cement mortar 1:2 as per MORT&H specifications. |
| 14 | Providing & Laying Cement concrete 1:6:12 |
| 15 | With stone aggregate 40 mm gauge, mixing by mechanical means using concrete mixer volumetric type |
| 16 | Providing & laying 60 mm thick factory made cement concrete interlocking Paving blocks of M-35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour & pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. |
| 17 | Painting two or more coats including priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 18 | Mild steel requirement for RCC work where not including the complete rate of RCC including bending, binding and placing in position complete in all respects above 20 mm dia. bars. |
| 19 | Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008), for R.C.C works, where not including in the complete rate of RCC including binding & bending and placing in position complete. |
| 20 | Cautionary sign board 900 x 900 x 900 mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200 mm c/c to back support frame of 25 x 25 x 3 mm angle iron supported on a square hollow steel section post 60 x 60 x 3.2 mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45 x 0.4 5 x 0.75 m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. |
| 21 | Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012. |
| 22 | Mandatory sign board 900 mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25 x 25 x 3 mm angle iron supported on a square hollow steel section post 60 x 60 x 3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. laboratory conforming to clause 6.7 of IRC 67-2012. |
| 23 | Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 24 | Advance Direction sign board 1200 x 1800 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and asrIRC 67 – 2012. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25 x 25 x 3 mm angle iron supported on two square hollow steel section post 60 x 60 x 3.2 mm conforming to IS 4923 firmly fixed to ground in foundation concrete M-25 of size 0.60 x 0.60 x 0.75 m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory |
| 25 | Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 26 | Direction/Diversion Plate 1800x300mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame fixed in position complete as per clause 801 of MORT&H specifications. specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. |
| 27 | Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 28 | Overhead sign board 12000x1500mm simply supported type double sided as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 . fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 40x40x6mm angle iron supported on designed double support system of MS pipe and plates in the form of a simply supported type truss made with 350NB pipe @50kg per mtr as vertical support, 50NB pipe @ 4.50kg per mtr and 40NB pipe @ 3.61kg per mtr for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. |
| 29 | Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 30 | Road Marking with Thermoplastic Compound |
| 31 | Road marking with hot applied thermo-plastic compound 2.5 mm thick including reflectorising glass beads @ 0.25 kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications |
| 32 | 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 & side slopes for sewers & manholes to full depths as shown in drawings, including,dressing to correct sections & dewatering, provision for diversion for traffic, protect-ion 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 & maintenance of caution boards,fencing, refilling trenches, water-ing, ramming & restoration of surface to original level & removal of surplus spoil from the site of works,upto one chain (15m) complete in all respects. |
| 33 | For depth not exceeding 3 m. B.G.L. |
| 34 | For all classes of soil except rocky |
| 35 | Providing, lowering in trenches to correct gradient & alignment, jointing with tyton rubber joint & cutting ofreinforced cement concrete spigot & sockettedpipes & specials with rubber ringISI marked as per IS code IS 458-2003into trenches for all depths & laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds & joints holes, supporting the pipes & specials in correct position in a suitable rigid manner while the same are being jointed & until the surrounding benchings, haunches & envelopes are completed. The pipes shall rest on the beds at all joints through their lengths & fixing of rubber ring, facing, testing the pipes for leakage & making good the same leakage & all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 36 | RCC Pipes s/sclass-NP3: |
| 37 | 300 mm i/d pipes |
| 38 | Plugging the Ends of RCC Pipes in trenches, 300 mm i/d with 115 mm thick brick wall in Cement sand Mortar 1:4 |
| 39 | Informatory sign board 600 x 450 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25 x 25 x 3 mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 . |
| 40 | Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 41 | Providing & Fixing C.I indicating plates of size 100 mm x 100 mm for SV/FH including synthetic enamel paint & letters in white enamel paint, fixing in the ground with angle iron of size 25 x 25 x 5 mm, 230 mm height from ground including concrete block complete in all respect as directed by Engineer-in-charge |
| 42 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Extra for slush. |
| 43 | WATER SUPPLY NETWORK SYSTEM:- 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 & dressing sides leveling 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 outside/inside the town involving lead upto 15 meter complete in all respect. |
| 44 | Earth work upto 1.5 m. Depth for |
| 45 | All classes of soil except rocky |
| 46 | Providing, Stringing out, cutting, Jointing & testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 & laying the same in trenches to correct alignment & gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring. |
| 47 | D.I. Pipe as per IS 8329 DI-K7 |
| 48 | 300mm i/d pipe lines laid complete |
| 49 | 200mm i/d pipe lines laid complete |
| 50 | 150mm i/d pipe lines laid complete |
| 51 | Supplying & laying D.I. specials / fittings as per IS:9523-2000 (ISI mark-ed with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating & inside cement mortar lining,scaffolding, tools & plants, ropes, guys, etc. Complete in all respects. |
| 52 | D.I. specials upto 300 mm i/d |
| 53 | Providing, laying in trenches & jointing of HDPE pipes having ISI specification IS:14333, PE100, class PN-6 marked on them, make Reliance / Hasti / Dura-Line, laying the same in trenches to correct alignment & gradients, cutting & jointing testing for water tightness & making good the leakages and defects including cost of specials complete in all respects. |
| 54 | 125 mm o/d Pipe |
| 55 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) & Bronze (gunmetal) working partsSluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet,all carriage complete (with the approval of Engineer in-charge). |
| 56 | Class PN-1.6 as per ISI |
| 57 | 300mm i/d pipe lines laid complete |
| 58 | 200mm i/d pipe lines laid complete |
| 59 | 150mm i/d pipe lines laid complete |
| 60 | Providing & fixing Fire Hydrants with jointing including all carriages complete. (without Fire Hydrant surface box) Size 80 mmcomplete in all respect. |
| 61 | C.I Fire Hydrants S.V. Type IS-909 |
| 62 | Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. |
| 63 | C.I Double air valve (Size 100mm) |
| 64 | Supplying & fixing air vessel made out of 450 mm. Dia, 8 mm thick MS sheet, 2000 mm height with air release valves on top & flanged connection to risers, drain arrangements with 50 mm dia gunmetal wheel valves, with required accessories, pressure gauge & painting with synthetic enamel paint of approved shade as required. |
| 65 | Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt, rubber insertion etc. complete. |
| 66 | Class PN-1.6 as per ISI with gun metal flap |
| 67 | 150 mm i/d Non-return valve |
| 68 | 200 mm i/d Non-return valve |
| 69 | 300 mm i/d Non-return valve |
| 70 | Construction of masonry Sluice Valve Chamber excluding Sluice valve cover as per standarddesign & drawings of public health department. |
| 71 | Size 0.60 m. x 0.60 m. |
| 72 | Size 0.90 m. x 0.90 m. |
| 73 | Providing, fixing & jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete. |
| 74 | Providing & Fixing C.I indicating plates of size 100 mm x 100 mm for SV/FHincluding synthetic enamel paint & letters in white enamel paint, fixing in the ground with angle iron of size 25 x 25 x 5 mm, 230 mm height from ground including concrete block complete in all respect as directed by Engineer-in-charge |
| 75 | Providing & Laying fine sand filling all-round UPVC / HDPE Pipesfrom approved Quarry sources to site of work including ramming, compaction etc complete. |
| 76 | Providing ISI Marked G.M ferrule as per IS:2692, drilling and tapping cast iron pipe lines of all diametres and screwing in Ferrule and connections complete in all respect. |
| 77 | 20 mm i/d Ferrule heavy duty |
| 78 | Providing, laying, jointing, fixing and testing ISI Marked G.I. Pipe (as per IS 1239) BClass including cost of specials (such as tees, bends, sockets, elbows etc.) ,painting with anti corrosive bitumastic paint, testing, cutting, threading Inside building complete. |
| 79 | 20 mm i/d |
| 80 | Providing, fixing and jointing ISI Marked Gunmetal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. |
| 81 | 20 mm i/d Gun Metal peet valve heavy pattern |
| 82 | Sub Head: Sewage Network 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 & side slopes for sewers & manholes to full depths as shown in drawings, including, dressing to correct sections & dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines & gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watch-ing, etc., fixing & maintenance of caution boards, fencing, refilling trenches, watering, ramming & restoration of surface to original level & removal of surplus spoil from the site of works, upto one chain (15m) complete in all respects. |
| 83 | For depth not exceeding 3 m. B.G.L. |
| 84 | For all classes of soil except rocky |
| 85 | Providing, laying in trenches to correct gradient & alignment & 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 & laying the same in trenches tocorrect alignment & gradients, cutting & jointing, testing for water tightness & making good the leakages & defects including cost of specials (Specials & Solvent should be of same make as that of pipes) complete in all respects. |
| 86 | 200mm o/d pipe |
| 87 | 315mm o/d pipe |
| 88 | 160mm o/d pipe |
| 89 | 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 & vibrator, TMT Fe500 @ 80 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 & making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame (extra heavy duty). complete as per standard design complete in all respects. |
| 90 | Inside size 90 x 150 cm with depth 120 cm |
| 91 | Extra payable for every 0.30 m additional depth of manhole chamber in item no. 43 above upto 1.80 m increase in depth. |
| 92 | Inside size 90 x 150 cm, for depth from 1.20 m to 1.8 m |
| 93 | Providing & Laying fine sand filling allround UPVC Pipesfrom approved Quarry sources to site of work including ramming, compaction etc complete. |
| 94 | Providing & Erection of cast RCC ventilating column having minimum 200 mm internal diametre including excavation, base columns, caps, cowls or wire domes, etc. complete including carriage from the stores of the Engineer-In-Charge of works, to sites of works, loading and unloading fixing and jointing and setting the same in position complete in all respects. |
| 95 | 11 m. Height R.C.C. ventilator shaft each |
| 96 | Finishing RCC vent shafts minimum 200mm internal Diametre with exterior decorative cement based paints on new work two coats to give and even finish. |
| 97 | 11 m. Height R.C.C. ventilator shaft each |
| 98 | Plugging the Ends of UPVC Pipes in Trenches with 115mmthick brick work in cement sand mortar 1:4 |
| 99 | 200mm o/d pipe |
| 100 | 315mm o/d pipe |
| 101 | 160mm o/d pipe |
| 102 | Sub Head: STORM WATER DRAINAGE NETWORK 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 & manholes to full depths as shown in drawings, including, dressing to correct sections & 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. |
| 103 | For depth not exceeding 3 m. B.G.L. |
| 104 | For all classes of soil except rocky |
| 105 | Providing, lowering in trenches to correct gradient & alignment, jointing with tyton rubber joint & cutting ofreinforced cement concrete spigot and sockettedpipes & specials with rubber ringISI marked as per IS code IS 458-2003into trenches for all depths & laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds & joints holes, supporting the pipes & specials in correct position in a suitable rigid manner while the same are being jointed & until the surrounding benchings, haunches & envelopes are completed. The pipes shall rest on the beds at all joints through their lengths & fixing of rubber ring, facing, testing the pipes for leakage & making good the same leakage & all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. |
| 106 | RCC Pipes s/sclass-NP3: |
| 107 | 700 mm i/d pipes |
| 108 | 400 mm i/d pipes |
| 109 | 300 mm i/d pipes |
| 110 | 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 design complete in all respects. |
| 111 | Inside size 90 x 150 cm and 120 cm deep |
| 112 | Inside size 120 x 180 cm and 120 cm deep |
| 113 | Extra payable for every 0.30 m additional depth of manhole chamber in item no. 51 above upto 1.80 m increase in depth. |
| 114 | Inside size 90 x 150 cm |
| 115 | Inside size 120 x 180 cm |
| 116 | Plugging the Ends of RCC Pipes in Trenches with 115 mm thick Cement Sand Mortar 1:4 |
| 117 | 700 mm i/d pipes |
| 118 | 400 mm i/d pipes |
| 119 | 300 mm i/d pipes |
| 120 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50 mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished & correct to template including cost of pre-casted RCC road gully grating & frame including paint with coal tar complete & to the requirement of the Engineer In charge. |
| 121 | Double Road Gully Chamber |
| 122 | Size 1448 mm x 457 mm x 1105 mm |
| 123 | Stone or Kankar block pitching |
| 124 | On slopes of guide bandh and protection works |
| 125 | Grouting stone filling or pitching:- |
| 126 | With mortar. |
| 127 | Sub Head: Treated Water HDPE 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 & dressing sides leveling 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 outside/inside the town involving lead upto 15 meter complete in all respect. |
| 128 | Earth work upto 1.5 m. Depth for |
| 129 | All classes of soil except rocky |
| 130 | Providing, laying in trenches & jointing of HDPE pipes having ISI specification IS:14333, PE100, class PN-6 marked on them, make Reliance / Hasti / Dura-Line, laying the same in trenches to correct alignment & gradients, cutting & jointing testing for water tightness & making good the leakages and defects including cost of specials complete in all respects. |
| 131 | 110 mm o/d pipes |
| 132 | 160 mm o/d pipes |
| 133 | Providing & Laying Fine sand filling under UPVC / HDPE Pipes including haunching, ramming, compaction etc complete as per drawing |
| 134 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) & Bronze (gunmetal) working partsSluice Valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet,all carriage complete (with the approval of Engineer in-charge). |
| 135 | Class PN-1.6 as per ISI |
| 136 | 100 mm i/d Sluice Valves flanged |
| 137 | 150 mm i/d Sluice Valves flanged |
| 138 | Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete. |
| 139 | C.I Double air valve (Size 100mm) |
| 140 | Providing water connection with grooved coupler and service coupler in Quick coupling pipe line complete in all respect. |
| 141 | In 101.60 mm outside diametre pipe line. |
| 142 | EXTERNAL IN THE GROUND : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in-Charge), having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, & testing of joints excluding cost of excavation complete as per direction of Engineer-in-Charge. |
| 143 | CPVC SDR 11 Pipe & fittings 20mm o/d |
| 144 | Providing, fixing and jointing ISI Marked Gun Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. |
| 145 | 20mm i/d Gun Metal peet valve heavy pattern. |
| 146 | Construction of masonry Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 147 | Size 0.60 m. x 0.60 m. |
| 148 | Providing, fixing & jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete. |
| 149 | Providing & Fixing C.I indicating plates of size 100 mm x 100 mm for SV/FHincluding synthetic enamel paint & letters in white enamel paint, fixing in the ground with angle iron of size 25 x 25 x 5 mm, 230 mm height from ground including concrete block complete in all respect as directed by Engineer-in-charge. |
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