New Okhla Industrial Development Authority-NOIDA has published Village Development ( Replacement Of Old And Chocked Sewer Line In Village-Atta ) Noida. Submission Date for this Tender is 28-01-2021. Sewerage Construction Tenders in NOIDA Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: Village Development (Replacement of Old & Chocked Sewer Line in Village-Atta) Noida. | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 m lead as per direction of E/I nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (DSR-16, I.No.-15.2.1/P-253) | 1067 | Cum. | |
2 | 2 | Earth work in excavation by mechanical means (hydraulic excavater)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm. on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind of soil. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR-16, I.No.-2.6.1/P-72) | 3341 | Cum. | |
3 | 3 | Extra for every additional lift of 1.5 or part thereof in all kind of soil. (DSR-16, I.No.-2.26/P-75) 1.50 m to 3.00 m | 1000 | Cum. | |
4 | 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR-16, I.No.-2.25/P-79) | 3341 | Cum. | |
5 | 5 | Centring and shuttering i/c strutting, propping etc. and removal of form for Foundation, footings, bases of columns etc. for mass concrete. (DSR-16, I.No.-5.9.1/P-98) | 385 | Sqm. | |
6 | 6 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:4:8 (1 Cement : 4 C. Sand : 8 graded stone agg. 40 mm n.s.). (DSR-16, I.No.-4.1.8/P-88) | 525 | Cum. | |
7 | 7 | P/L non pressure NP3 class RCC Socket & Spigot Pipe conferming to IS:458:2003 with latest amendment laying in true alignment & position on craddle i/c with rubber ring (conferming to IS:5382 with latest amendment) testing of laid pipe as per direction of E/I complete in all respect (NSI-2.3.00) 7.01) 250 mm dia NP3 | 1168 | Rm. | |
8 | 7.02 | 300 mm dia NP3 | 1392 | Rm. | |
9 | 8 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 Cement : 4 C. Sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 Cement : 3 C. Sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.) and making necessary channel in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.) finished with a floating coat of neat cement all complete as per standard design. 0.91 m deep with S.F.R.C cover and frame (heavy duty, ED-35 grade designation) 560 mm internal diameter conforming to IS:12592, total weight of cover and frame to be not less than 182 Kg., fixed in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) i/c centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-16, I.No.-19.9.1.1/P-357) | 180 | Nos | |
10 | 9 | Extra depth for circuler type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m. with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-16, I.No.-19.10.1/P-357) | 70.2 | Mtr | |
11 | 10 | Constructing brick masonry circular type manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 Cement : 4 C. Sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 Cement : 3 C. Sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.) and making necessary channel in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.) finished with a floating coat of neat cement all complete as per standard design. 1.68 m deep with S.F.R.C cover and frame (heavy duty, ED-35 grade designation) 560 mm internal diameter conforming to IS:12592, total weight of cover and frame to be not less than 182 Kg., fixed in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) i/c centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-16, I.No.-19.11.1/P-357) | 10 | Nos | |
12 | 11 | Extra depth for circuler type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m. with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-16, I.No.-19.12.1/P-358) | 3 | Mtr | |
13 | 12 | Constructing brick masonry circular type manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 Cement : 4 C. Sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 Cement : 3 C. Sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.) and making necessary channel in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.) finished with a floating coat of neat cement all complete as per standard design. 2.30 m deep with S.F.R.C cover and frame (heavy duty, ED-35 grade designation) 560 mm internal diameter conforming to IS:12592, total weight of cover and frame to be not less than 182 Kg., fixed in cement concrete 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) i/c centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-16, I.No.-19.13.1/P-358) | 2 | Nos | |
14 | 13 | Extra depth for circuler type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m. with comman burnt clay FPS (non modular) bricks of class designation 100. (DSR-16, I.No.-19.14.1/P-358) | 2.4 | Mtr | |
15 | 14 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). (DSR-16, I.No.-13.4.1/P-227) | 1049 | Sqm. | |
16 | 15 | Extra for plastering on circular work not exceeding 6.0 m in radius in one coat. (DSR-16, I.No.-13.23.1/P-229) | 1049 | Sqm. | |
17 | 16 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23x25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm 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 specifications and having manufactrue's permanent identification mark to be visible even after fixing i/c fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg.20 mm n.s.) complete as per design. (DSR-16, I.No.-19.16/P-359) | 445 | Nos. | |
18 | 17 | Making connection of drain or sewer line with existing manhole i/c breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.) cement plastered on both sides with cement mortar 1:3 (1 Cement : 3 C. Sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete. For (DSR-16, I.No.-19.21/P-360) For Pipes 250 to 300 mm dia (DSR-16, I.No.-19.21.2/P-360) | 15 | Nos. | |
19 | 18 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20 mm n.s.). (DSR-16, I.No.-4.1.3/P-88) | 358.62 | Cum. | |
20 | 19 | Disposal of building rubbish/malba/similar unserviceable, dismantled or waste materials by mechanical means, i/c loading, transporting, unloading to approved municipal dumping ground or as approved by E/I, beyond 50 m initial lead, for all leads i/c all lifts involved. (DSR-18, I.No.-15.60/P-263) | 1000 | Cum. | |
21 | 20 | S/o Sweeper/Beldar/Collie (DSR-18,I.No.-0114) | 100 | Days | |
22 | 21 | P/L Light duty NP2 class RCC pipe 150 mm dia conferming to IS:458:2003 with latest amendment with collar jointed with stiff mixture of cement mortar 1:2 (1 Cement : 2 F. Sand) on craddle of cement concrete 1:4:8 (1 Cement : 4 C. Sand : 8 graded stone agg. 40mm n.s.) i/c siding & boxing with cement concrete 1:4:8, centering & shuttering i/c earthwork in excavation over areas exceeding 30 cm in depth 1.5 m. in width as well as 10 sqm. on plan i/c refilling in 20 cm layers complete in all respects as per direction of Engineer-in-charge. (NSI-2.1.01) | 600 | Mtr. | |
23 | 22 | Construction brick masonary chamber in brick work in cement mortar 1:4 (1 Cement : 4 C. Sand) for sluice valve with CI surface box 100 mm top dia, 160 mm bottam dia and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 (1 Cement : 2 C. Sand : 4 graded stone agg. 20mm n.s.) necessary excavation, foundation concrete 1:5:10 (1 Cement : 5 F. Sand : 10 graded stone agg. 40 mm n.s.) and inside plastering with cement mortar 1:3 (1 Cement : 3 C. Sand) 12 mm thick finished with a coat of neat cement complete as per standard design with comman burnt clay FPS bricks (non modular) bricks of class designation 100. 60 x 60 x 75 cm. (DSR-16, I.No.-18.33.1/P-331) | 100 | Nos. | |
24 | 23 | P/F M. S. Specials such as Tee, bend, collars, Tapers, Gap pieces, i/c Flange Ends as required, painting, cutting, welding as per site requirment of M.S. Pipes thickness etc. complete in all respect as per direction by the E/I. (NSI-1.7.00) | 200 | Kgs. | |
25 | 24 | Brick work with comman burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C. Sand). (DSR-16, I.No.-6.1.1/P-111) | 4 | Cum. | |
26 | 25 | Repairing existing PVC water line i/c bailling out of water bymannualy/Diesel Engine, P/F PVC Coupler, CID joints etc. Complete work as per direction of E/I (But Excluding cost of excavation, filling and PVC Pipe). 25.01) 90 mm dia (NSI-1.12.01) | 30 | Job. | |
27 | 25.02 | 110 mm dia (NSI-1.12.02) | 15 | Job. | |
28 | 25.03 | 140 mm dia (NSI-1.12.03) | 10 | Job. | |
29 | 25.04 | 160 mm dia (NSI-1.12.04) | 5 | Job. | |
30 | 26 | S/o following size of PVC pipes 6 Kg/Cm2 with required PVC Standered special conferming to IS:4985-2000 with latest amendment. Finolex/Kisan/ Supreme Make (NSI-1.1) 26.01) 900 mm dia PVC Pipe with coupler 6 Kg/Cm2 | 60 | Rm. | |
31 | 26.02 | 110 mm dia PVC Pipe with coupler 6 Kg/Cm2 | 30 | Rm. | |
32 | 26.03 | 140 mm dia PVC Pipe with coupler 6 Kg/Cm2 | 20 | Rm. | |
33 | 26.04 | 160 mm dia PVC Pipe with coupler 6 Kg/Cm2 | 10 | Rm. | |
34 | 27 | Hiring of Gas cutting set with Oxegen and LPG running time @ 6 Hrs. (NSI-7.700) | 5 | Days | |
35 | 28 | Hiring of Welding Set Running time @ 6 Hrs. (NSI-7.800) | 5 | Days | |
36 | 29 | Hire charges for D.G Set (i/c cost service of operating staff supply of lubricating oil & diesel). 50 KVA D. G. Set (NSI-7.6.03) | 40 | Hour | |
37 | 30 | Hire charges for Diesel Engine (Double Cylender) on required i/c fuel, labour, T&P etc. (NSI-7.900) | 40 | Hour | |
38 | 31 | P/F Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply i/c all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of E/I in External work. (DSR-16, I.No.-18.9/P-326) 29.01) 20 mm nominal outer dia. Pipes. | 300 | Rm. | |
39 | 31.02 | 25 mm nominal outer dia. Pipes. | 100 | Rm. |
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