Development Of Hi Tech Cycle Valley Dhanansu Construction Of Internal Concrete Road Rcc Trench For Electricity Water Supply Distribution System Storm Water Drainage Sewage Collection And Effluent Collection

Tender Notice

23219397
Development Of Hi Tech Cycle Valley Dhanansu Construction Of Internal Concrete Road Rcc Trench For Electricity Water Supply Distribution System Storm Water Drainage Sewage Collection And Effluent Collection
Indian
Punjab
11-01-2020
05-02-2020
06-02-2020

Tender Details

Development Of Hi Tech Cycle Valley Dhanansu Construction Of Internal Concrete Road Rcc Trench For Electricity Water Supply Distribution System Storm Water Drainage Sewage Collection And Effluent Collection

Key Value

Document Fees
INR 100000 /-
EMD
INR 10144689.00 /-
Tender Value
INR 50.72 Crore /-

BOQ Items

Name of Work: Development of Hi-Tech Cycle Valley at Village Dhanansu, District Ludhiana- Construction of Internal Concrete Roads, RCC Trench for Electricity wiring/cabling, Water supply distribution system, Storm Water Drainage System, Sewage Collection System & Effluent Collection System.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 SUB-HEAD-I (CIVIL WORKS:- INTERNAL CONCRETE ROADS)
2 1.01 Clearing Grass and Removal of Rubbish\nClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per technical clause 201 of MORT&H specifications. 13.47 Hectare
3 2 Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal within all lift & lead\nExcavation for roadwork in soil (any type) using hydraulic excavator CK90 with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 60 m. 13317.9 Cum
4 3 Construction of embankment with earth obtained from roadway, cutting or excavation including spreading, grading to required slope and compacting to meet meet requirement of table 300-2 as [per technical clause 305 of MORTH & Specification. 39771.2 Cum
5 4 Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause305 of MORT&H specifications 23012.4 Cum
6 5 Loosening, leveling and 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 13640 Cum
7 6 Dismantling stone pitching or soling.
8 6.01 Stone pitching dry 697.53 Cum
9 7 Granular Sub Base(Close Graded Material Grading-II)
10 7.01 Construction of granular sub-base by providing close graded material grading -II, carriage to the site of work, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications. 15618.6 cum
11 8 Cement concrete 1:3:6 stone ballast or shingle using batch type concrete mixer with transit mixture including carriage to site. 13852.4 cum
12 9 Plain Cement Concrete Pavement
13 9.01 Construction of unreinforced plain cement concrete pavement in M-40 mix design over a prepared sub base with cement contents 400 kg per cum and coarse and fine aggregates conforming to IS:383 mixed with concrete mixer using weigh batcher including carriage to site of work with transit mixture , laid in position over 125 micron thick polythene sheet, compacted with needle vibrator,screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, including provision of contraction and expansion joints as required including cost of filler and fiber board, finishing to required lines and grades as per drawings and technical clause 1501 of MORD specifications. 27169.5 cum
14 10 Extra for laying with slip form paver with electronic sensor. 27169.5 cum
15 11 Mild steel reinforcement for R.C.C work where not included in the complete rate of R.C.C including bending, binding and placing in position complete.
16 11.01 Above 20mm dia bars 298.78 Qtl
17 12 Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. 3031.52 Qtl
18 13 Kerb : Plain cement concrete M-20 grade precast kerb of size 250mm length x, bottom width 165mm width , top width 115mm, 250mm high fixed with cement sand mortar 1:4 in position on concrete base including carriage to site of work, labour and cost of material complete in all respect as per technical clause 408 of MORT&H specification. 21961.2 Mtr
19 14 Painting two coats including priming coat with synthetic enamel paints in all shades on new wood work or metallic or plastered or concrete surface including priming coat to give an even shade.
20 14.01 With special quality Paint. 6368.78 Sqm
21 14.02 Pavers
22 15 Providing and laying 50 mm thick cement concrete interlocking paver block of M-30 grade machine made with rubber moulded smooth finish by strong vibratory process or with vibro - hydraulics, compaction machine and of approved size and design /shape laid in ordinery grey colur and pattern over and including 40mm thick compacted bed of coarse sand , filling the joints with fine sand etc, all complete as per direction of engineer-in-charge for Non traffic areas such as building premises,monument premises , landscapes, public gardens/parks, domestic drives , paths & patios, embankment slopes, sand stabilization area, etc. 20793.1 Sqm
23 16 Providing, lowering in trenches to correct Gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketted pipes and specials with rubber ring ISI marked as per IS code 458-2003 into trenches for all depths and laying out the same to correct alignment, gradient, level etc cutting of concrete beds and joint holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
24 16.01 RCC Pipes s/s class NP2
25 16.02 300mm i/d pipes 1416 Metre
26 17 Credit of dismanteled stone matel from exsiting road 418.5 Cum
27 18 SUB-HEAD-II (CIVIL WORKS:- RCC TRENCH FOR ELECTRICITY WIRES/CABLING)
28 18.01 Excavation in soil (any type ) using hydraulics excavator CK 90 Excavation with hydraulics excavator of .9 cum bucket capacity including cutting and loading in tippers,trimming bottom and side slopes , in accordance with requirements of lines , grades and cross section , including all lifts and combined lead upto 60 mtr 10630.1 Cum
29 19 Cement concrete 1:4:8 with 40 mm gauge stone ballast. using concrete mixer volumetric type 1207.83 Cum
30 20 Reinforced cement concrete M-25 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. 6066.69 Cum
31 21 Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) 3450.93 Sqm
32 22 Centring and shuttering for faces of walls, partitions, retaining wall and the like (vertical or bartering including attached pillasters, buttersses etc when curved. 24432.6 Sqm
33 23 Centring and shuttering for sides and soffits of beam, beam launchings girders bressumers, lintels 180.84 Sqm
34 24 Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. 437.8 Sqm
35 25 Providing and placing of Pre-cast RCC M-25 grade cover of size 1300 x 500 x 100 mm having 6 no. steel rebars of 1250 mm long and 10 no. of 450mm length of 10mm dia fe 500 grade TMT rebars with 2 no. hooks made out of 12mm dia including centering and shuttering complete in all respect. 22131 Each
36 26 Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (CSR 18.18). 3621.64 Qtl
37 27 steel work fixed independently without connecting plates including cutting, hoisting and fixing in position
38 27.01 Tees, angles and channels 927.61 Qtl
39 28 SUB-HEAD-III (PUBLIC HEALTH WORKS:- WATER SUPPLY DISTRIBUTION SYSTEM)
40 28.01 Fresh Water Supply
41 28.02 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.
42 28.03 Earth work upto 1.5m Depth for
43 28.04 All classes of soil except rocky 3666.35 Cum
44 29 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).
45 29.01 Special quality Sluice Valve (PN 1.0/PN 1.6) of premium range such as make kirlosker as approved by Engineer-in-Charge.
46 29.02 80mm i/d Sluice Valves flanged 19 Each
47 29.03 100mm i/d Sluice Valves flanged 2 Each
48 29.04 150mm i/d Sluice Valves flanged 8 Each
49 29.05 200mm i/d Sluice Valves flanged 3 Each
50 29.06 250mm i/d Sluice Valves flanged 3 Each
51 30 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage.
52 30.01 D.I. Pipe as per IS 8329 DI-K7
53 30.02 80mm i/d pipe lines laid complete 768.54 Mtr
54 30.03 100mm i/d pipe lines laid complete 365 Mtr
55 30.04 150mm i/d pipe lines laid complete 1952 Mtr
56 30.05 200mm i/d pipe lines laid complete 1560 Mtr
57 30.06 250mm i/d pipe lines laid complete 955 Mtr
58 31 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 31.01 150mm i/d pipe lines laid complete 70 Mtr
60 32 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 32.01 D.I. specials upto 300mm i/d 1730 Kg
62 33 Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete.
63 33.01 C.I Double air valve ( Size 100mm) 10 Each
64 34 Providing & fixing single air valve ISI Marked as per IS-14845 including jointing, cost of nut bolt & rubber insertion all carriages complete.
65 34.01 C.I Single air valve screwed ( Size 80mm) 5 Each
66 35 Providing and fixing S.S Pressure Gauge complete as required complete in all respect.
67 35.01 Dial diameter 100mm calibration 0-16 kg 2 Each
68 36 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.
69 36.01 Size 0.6 m x 0.6 m 33 Each
70 36.02 Size 0.9 m x 0.9 m 2 Each
71 37 Providing & fixing Cast Iron surface box for Peet Valve, Stop Cock including all carriages complete. 57x15 Kg. Each 855 Kg.
72 38 Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
73 38.01 RCC Pipes class NP3
74 38.02 200 mm i/d pipes 797 Mtr
75 39 Providing & fixing Fire Hydrants with jointing including all carriages complete. (without Fire Hydrant surface box) Size 80mm complete in all respect.
76 39.01 C.I Fire Hydrants Stand Post Type IS-908 10 Each
77 40 Process Water Supply
78 40.01 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.
79 40.02 Earth work upto 1.5m Depth for
80 40.03 All classes of soil except rocky 4672.55 Cum
81 41 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).
82 41.01 Special quality Sluice Valve (PN 1.0/PN 1.6) of premium range such as make kirlosker as approved by Engineer-in-Charge.
83 41.02 80mm i/d Sluice Valves flanged 19 Each
84 41.03 100mm i/d Sluice Valves flanged 2 Each
85 41.04 150mm i/d Sluice Valves flanged 4 Each
86 41.05 200mm i/d Sluice Valves flanged 7 Each
87 41.06 250mm i/d Sluice Valves flanged 1 Each
88 41.07 300mm i/d Sluice Valves flanged 3 Each
89 42 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage.
90 42.01 D.I. Pipe as per IS 8329 DI-K7
91 42.02 80mm i/d pipe lines laid complete 768.54 Mtr
92 42.03 100mm i/d pipe lines laid complete 370 Mtr
93 42.04 150mm i/d pipe lines laid complete 1345 Mtr
94 42.05 200mm i/d pipe lines laid complete 1175 Mtr
95 42.06 250mm i/d pipe lines laid complete 1010 Mtr
96 42.07 300mm i/d pipe lines laid complete 940 Mtr
97 43 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.
98 43.01 150mm i/d pipe lines laid complete 110 Mtr
99 43.02 250mm i/d pipe lines laid complete 1280 Mtr
100 44 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.
101 44.01 D.I. specials upto 300mm i/d 2778 Kg
102 45 Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete.
103 45.01 C.I Double air valve ( Size 100mm) 10 Each
104 46 Providing & fixing single air valve ISI Marked as per IS-14845 including jointing, cost of nut bolt & rubber insertion all carriages complete.
105 46.01 C.I Single air valve screwed ( Size 80mm) 5 Each
106 47 Providing and fixing S.S Pressure Gauge complete as required complete in all respect.
107 47.01 Dial diameter 100mm calibration 0-16 kg 2 Each
108 48 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.
109 48.01 Size 0.6 m x 0.6 m 33 Each
110 48.02 Size 0.9 m x 0.9 m 3 Each
111 49 Providing & fixing Cast Iron surface box for Peet Valve, Stop Cock including all carriages complete. 58x15 Kg. Each 870 Kg.
112 50 Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
113 50.01 RCC Pipes class NP3
114 50.02 200mm i/d pipes 723 Mtr
115 50.03 300mm i/d pipes 37 Mtr
116 51 Flushing Water Supply & Irrigation Water Supply Distribution System
117 51.01 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.
118 51.02 Earth work upto 1.5m Depth for
119 51.03 All classes of soil except rocky 7331.92 Cum
120 52 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).
121 52.01 Special quality Sluice Valve (PN 1.0/PN 1.6) of premium range such as make kirlosker as approved by Engineer-in-Charge.
122 52.02 80mm i/d Sluice Valves flanged 27 Each
123 52.03 100mm i/d Sluice Valves flanged 6 Each
124 52.04 150mm i/d Sluice Valves flanged 18 Each
125 52.05 200mm i/d Sluice Valves flanged 1 Each
126 53 Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage.
127 53.01 D.I. Pipe as per IS 8329 DI-K7
128 53.02 80mm i/d pipe lines laid complete 3431.87 Mtr
129 53.03 100mm i/d pipe lines laid complete 1600 Mtr
130 53.04 150mm i/d pipe lines laid complete 5100 Mtr
131 53.05 200mm i/d pipe lines laid complete 98 Mtr
132 54 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.
133 54.01 150mm i/d pipe lines laid complete 1080 Mtr
134 55 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.
135 55.01 D.I. specials upto 300mm i/d 1594 Kg
136 56 Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete.
137 56.01 C.I Double air valve ( Size 100mm) 10 Each
138 57 Providing & fixing single air valve ISI Marked as per IS-14845 including jointing, cost of nut bolt & rubber insertion all carriages complete.
139 57.01 C.I Single air valve screwed ( Size 80mm) 10 Each
140 58 Providing and fixing S.S Pressure Gauge complete as required complete in all respect.
141 58.01 Dial diameter 100mm calibration 0-16 kg 2 Each
142 59 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.
143 59.01 Size 0.6 m x 0.6 m 50 Each
144 59.02 Size 0.9 m x 0.9 m 1 Each
145 60 Providing & fixing Cast Iron surface box for Peet Valve, Stop Cock including all carriages complete. 76x15 Kg. Each 1140 Kg.
146 61 Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, premium make such as (Jindal Hisar) including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.
147 61.01 25mm i/d (415 x 2 Mtr.) 830 Mtr
148 62 Providing, fixing and jointing Brass Ball Valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe Lines including all carriages complete.
149 62.01 25mm i/d Brass Ball valves 415 Each
150 63 Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I. pipes in external work. 25 Cum
151 64 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12.5mm thick, finished with a floating coat of neat cement complete as per standard design :
152 64.01 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 415 Each
153 65 Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
154 65.01 RCC Pipes class NP3
155 65.02 200mm i/d pipes 980 Mtr
156 66 SUB-HEAD-IV (PUBLIC HEALTH WORKS:- STORM WATER DRAINAGE SYSTEM )
157 66.01 Excavation in trenches with straigth 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.
158 66.02 For depth not exceeding 3 m. B.G.L.
159 66.03 For all classes of soil except rocky 40028.9 Cum
160 66.04 For depth exceeding 3.0 m but not exceeding 4.5 m B.G.L.
161 66.05 For all classes of soil except rocky 525.31 Cum
162 67 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 minimum 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. 113.44 Each
163 68 Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marked as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the engineer-in-charge including all cartage etc.
164 68.01 RCC pipes class NP-2
165 68.02 250 mm i/d pipes 3583 Mtr
166 68.03 400 mm i/d pipes 147 Mtr
167 68.04 500 mm i/d pipes 218 Mtr
168 68.05 600 mm i/d pipes 521 Mtr
169 68.06 800 mm i/d pipes 244 Mtr
170 68.07 1000 mm i/d pipes 819 Mtr
171 68.08 1100 mm i/d pipes 244 Mtr
172 68.09 1200 mm i/d pipes 881 Mtr
173 68.1 1400 mm i/d pipes 1232 Mtr
174 68.11 2000 mm i/d pipes 268 Mtr
175 68.12 2200 mm i/d pipes 745 Mtr
176 68.13 RCC pipes class NP-3
177 68.14 2400 mm i/d pipes 666 Mtr
178 69 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 lime concrete 16:24:100 (as per specified in item No. 10.3) in foundation, first class brick work laid in cement sand mortar 1:5, 40mm 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 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including paint with coal tar (as specified in item No. 29.74) complete and to the requirement of the Engineer-InCharge (610mm x 457mm x 1105mm) 206 Each
179 70 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 @ 63.464 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.
180 70.01 Inside size 75 x 120 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Medium duty) 41 Each
181 70.02 Inside size 120x180 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) 120 Each
182 70.03 Inside size 180 x 300 cm with depth 162.5 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) 58 Each
183 71 Extra payable for every .30 m additional depth of manhole chamber in item 29.84 upto 1.80 m increase in depth.(inside size 75cm x120cm) 9.65 0.3 mtr Each Depth
184 71.01 Extra cost for every additional depth of 0.300 m. upto 1.80 m depth for manholes. (Inside size 120 x180 cm) 213.56 0.3 mtr Each Depth
185 71.02 Extra cost for every additional depth of 0.300 m. From 1.80 m. upto 3.60 m depth for manholes (Inside size 120 x 180 cm) 69.56 0.3 mtr Each Depth
186 71.03 Extra cost for every additional depth of 0.300 m from 1.625m upto 3.76 m depth for manholes. (Inside size 180 x 300 cm) 246.18 0.3 mtr Each Depth
187 72 Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) for curved drain near manhole 3770.36 Cum
188 73 SUB-HEAD-V (PUBLIC HEALTH WORKS :- SEWAGE COLLECTION SYSTEM )
189 73.01 Excavation in trenches with straigth 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.
190 73.02 For depth not exceeding 3 m. B.G.L.
191 73.03 For all classes of soil except rocky 19654.8 Cum
192 73.04 For depth exceeding 3.0 m but not exceeding 4.5 m B.G.L.
193 73.05 For all classes of soil except rocky 3442.57 Cum
194 73.06 For depth exceeding 4.5 m but not exceeding 6.0 m B.G.L.
195 73.07 For all classes of soil except rocky 253.11 Cum
196 74 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 minimum 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. 1188 Each
197 75 Providing and Erection of cast RCC ventilating column having minimum 200mm internal diametre including excavation, basescolumns, 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.
198 75.01 9.10 m. Height Including cost of ventilation shaft 10 Each
199 76 Finishing RCC vent shafts minimum 200mm internal Diametre with exterior decorative cement based paints on new work two coats to give and even finish.
200 76.01 9 m. Height R.C.C. ventilator shaft 10 Each
201 77 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 gradiants, 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.
202 77.01 160 mm o/d pipes 2767 Mtr
203 77.02 200 mm o/d pipes 63 Mtr
204 77.03 250 mm o/d pipes 942 Mtr
205 77.04 315 mm o/d pipes 247 Mtr
206 78 Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. Lining ISI marked as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct allignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc complete in all respects.
207 78.01 RCC pipes with inside HDPE lining class NP-3
208 78.02 400 mm i/d pipes 40 Mtr
209 79 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) with mechanically mixed using batch type concrete as per specification 599.26 Cum
210 80 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 @ 63.464 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.
211 80.01 Inside size 75 x 120 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Heavy duty) 47 Each
212 80.02 Inside size 90x150 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) 52 Each
213 80.03 Inside size 120x180 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) 30 Each
214 81 Extra payable for every .30 m additional depth of manhole chamber in item 29.84 upto 1.80 m increase in depth.
215 81.01 Inside size 75 x 120 cm 47 0.3 mtr Each Depth
216 81.02 Inside size 90 x 150 cm 104 0.3 mtr Each Depth
217 81.03 Inside size 120 x 180 cm 60 0.3 mtr Each Depth
218 82 Extra payable for every .30 m additional depth of manhole chamber in item 29.84 beyond 1.80 m to 3.60 m additional depth.
219 82.01 Inside Size 90x 150 cm 195 0.3 mtr Each Depth
220 82.02 Inside size 120 x 180 cm 266 0.3 mtr Each Depth
221 83 SUB-HEAD-VI (PUBLIC HEALTH WORKS:- EFFLUENT COLLECTION SYSTEM )
222 83.01 Excavation in trenches with straigth 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.
223 83.02 For depth not exceeding 3 m. B.G.L.
224 83.03 For all classes of soil except rocky 14925.7 Cum
225 83.04 For depth exceeding 3.0 m but not exceeding 4.5 m B.G.L.
226 83.05 For all classes of soil except rocky 2219.93 Cum
227 84 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 minimum 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. 975 Each
228 85 Providing and Erection of cast RCC ventilating column having minimum 200mm internal diametre including excavation, basescolumns, 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.
229 85.01 9.10 m. Height Including cost of ventilation shaft 8 Each
230 86 Finishing RCC vent shafts minimum 200mm internal Diametre with exterior decorative cement based paints on new work two coats to give and even finish.
231 86.01 9 m. Height R.C.C. ventilator shaft 8 Each
232 87 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 gradiants, 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.
233 87.01 160mm o/d pipes 2087 Mtr
234 87.02 200 mm o/d pipes 335 Mtr
235 87.03 315 mm o/d pipes 745 Mtr
236 88 Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. Lining ISI marked as per ISI code IS:458-2003 into trenches for all depths and laying out the same to correct allignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc complete in all respects.
237 88.01 RCC pipes with inside HDPE lining class NP-3
238 88.02 400 mm i/d pipes 382 Mtr
239 89 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) with mechanically mixed using batch type concrete as per specification all-round uPVC pipes including bed concrete as per standard design : 456.31 Cum
240 90 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 @ 63.464 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.
241 90.01 Inside size 75 x 120 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Heavy duty) 47 Each
242 90.02 Inside size 90x150 cm with depth 120 cm between bottom of top slab and invert (with MH cover & frame Extra Heavy duty) 72 Each
243 91 Extra payable for every .30 m additional depth of manhole chamber in item 29.84 upto 1.80 m increase in depth.
244 91.01 Inside size 75 x 120 cm 44 0.3 mtr each depth
245 91.02 Inside size 90 x 150 cm 144 0.3 mtr each depth
246 92 Extra payable for every .30 m additional depth of manhole chamber in item 29.84 beyond 1.80m upto 3.60 m beyond additional depth.
247 92.01 Inside size 90 x 150 cm 317 0.3 mtr each depth
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