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Village Development ( Replacement Of Old And Chocked Sewer Line In Village-Atta ) Noida, NOIDA-Uttar Pradesh

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.




Tender Notice

26623158
Village Development ( Replacement Of Old And Chocked Sewer Line In Village-Atta ) Noida
Open Tender
Indian
Uttar Pradesh
NOIDA
28-01-2021

Tender Details

Village Development ( Replacement Of Old And Chocked Sewer Line In Village-Atta ) Noida

Key Value

Document Fees
INR 5310 /-
EMD
INR 321200.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Village Development (Replacement of Old & Chocked Sewer Line in Village-Atta) Noida.
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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