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, Hi Tech Cycle Valley Dhanansu-Punjab

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Tender Notice
BOQ

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Hi Tech Cycle Valley Dhanansu , Punjab

Tender Brief : 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

Document Fees
₹ 100000 /-

EMD
₹ 10144689.0 /-

Tender Value
₹ 50.72 Crore /-

Submission Date
05-02-2020

Competition Type
Indian

Bidding Type
Tender

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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.
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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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, Hi Tech Cycle Valley Dhanansu-Punjab

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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, Hi Tech Cycle Valley Dhanansu-Punjab

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