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Tender For Repair Replacement Maint Rerouting System And Rising Mains Including Ms Pipe Line Header And Connecting Items At 200 Dus Otm I Shankar Vihar Otm Ii Iii 180 Ors Bana Singh Enclave 1 Signal Enclave Anuj Vihar Yoginder Vihar And Subroto Park, delhi-Delhi

Military Engineer Services-MES has published Tender For Repair Replacement Maint Rerouting System And Rising Mains Including Ms Pipe Line Header And Connecting Items At 200 Dus Otm I Shankar Vihar Otm Ii Iii 180 Ors Bana Singh Enclave 1 Signal Enclave Anuj Vihar Yoginder Vihar And Subroto Park. Submission Date for this Tender is 28-12-2023. Pipe Laying Tenders in delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

40876880
Corrigendum : Tender For Repair Replacement Maint Rerouting System And Rising Mains Including Ms Pipe Line Header And Connecting Items At 200 Dus Otm I Shankar Vihar Otm Ii Iii 180 Ors Bana Singh Enclave 1 Signal Enclave Anuj Vihar Yoginder Vihar And Subroto Park
Open Tender
Indian
Delhi
delhi
28-12-2023

Tender Details

Repair Replacement Maint Rerouting System And Rising Mains Including Ms Pipe Line Header And Connecting Items At 200 Dus Otm I Shankar Vihar Otm Ii Iii 180 Ors Bana Singh Enclave 1 Signal Enclave Anuj Vihar Yoginder Vihar And Subroto Park In The Area

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 21-Dec-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 28-12-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 96000.0 /-
Tender Value
INR 48 Lakhs /-

BOQ Items

Name of Work: REPAIR/REPLACEMENT/MAINT./REROUTING OF RISING MAIN AND CI/DI/GI DISTRIBUTION SYSTEM INCLUDING CONNECTING ITEMS AT 200 DUS, OTM-I, SHANKAR VIHAR, OTM-II & III, 180 ORS, BANA SINGH ENCLAVE, 1 SIGNAL ENCLAVE, ANUJ VIHAR, YOGINDER VIHAR AND SUBROTO PARK IN THE AREA OF AGE (U) WATER SUPPLY NO - III UNDER GE (U) WATER SUPPLY DELHI CANTT-10
Sl. No. Item Description
1Excavation in trenches not exc 1.5 M wide and not exc 1.5 M indepth for pipe line, etc in any type ofsoil getting out and levelling of bottom surface to required level complete all as specified and directed.
2Excavation in trenches by cutting of road crossing PCC hard standing for taking out/laying of pipe including making good the existing surfaces with same finish to match the original finish complete all as specified and directed. (Note :- Filling shall be done by PCC (1:2:4) type B-2 using 40mm graded crushed stone aggregate.)
3Returning filling in, including spreading, leveling, watering and well ramming in layers not exc 25 Cm thick soft / loose soil complete all as specified and directed.
4Removing excavated material (Soils) from site to a distance not exc 50 M away and depositing where directed at a level not exc 1.5mtr above the starting point complete all as specified anddirected.
5Boring holes under road pavement by bocky manually in any type of soil upto 200 mm bore of required depth complete all as specified anddirected.
6Taking up or down Cast Iron/Ductile Iron (including all fittings) with spigot & socket ends and lead/tyton joints including burning out lead joints and recovering lead complete all as specified and directed of the following sizes :- (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of pipe in length (RM) and lead in weight (KG) shall be taken into account and attach with RAR/F Bill)
7100 mm bore
8150 mm bore
9200 mm bore
10250 mm bore
11300 mm bore
12Supplying, laying, jointing, testing and commisioning of DI Pipe as per IS 8329-2000, class K-7 with inside cement mortar lining with spigot and socket ends laid in trenches including tyton joint(Rubber gasket joint) complete all as specified and directed for the following sizes :- Note :- (i) Excavation and earth work shall be measured and paid seperately under respective items of Sch "A". (ii) Layout of pipe line to be laid at site shall be given by Engineer-in-Charge as per requirement in piece meal but contractor will required to procure full quantity of DI pipe in one time after approval of make by GE. 1st RAR will be paid for material "lying at site" only/piece meal procurement of DI pipe will not be accepted by department. Contractor will required to produce manufacture"s test certificate, original purchase voucher & e-way bill alongwith 1ST RAR for payment of DI pipe in material lying at site.
13100 mmbore
14150 mm bore
15200 mm bore
16250 mm bore
17300 mm bore
18Material and Labour for CI/DI fittings/specials such as Tees, bends (any type, radius and angle) tapers any type, collars, tail pieces, caps and plugs of the following sizes confirming to IS: 1538-1993 complete all as specified and directed. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of DI fittings in weight (KG) shall be taken into account and attach with RAR/F Bill)
19upto 100 to 150 mm bore
20upto 200 to 300 mm bore
21Material & Labour for run lead joint including jointing material for CI/DI Pipe of following sizes complete all as specified and directed.
22100 mm bore
23150 mm bore
24200 mm bore
25250 mm bore
26300 mm bore
27M&L for excavation in any type of soil through trenchless technology by HDD (Horizontal directional drilling method) including preparing and setting up the plant and equipment. Preparing new pipe work material including all related civil work and mechanical work like excavation, shoring/strutting etc drilling, stringing, reaming and pulling back the new pipe work on the path alignment proper disposal of drilling fluid and ground penetrating radar survey to protect any exiting utilities at the pipe installation location restoration of site agter completion all inclusive as per and STT IS No.2.3.2.2.2.2. second edition 2008 code of pactice for trenchless technology suiting Indian condition for making horizontal bore of size 500mm dia suitable for HDPE pipe insertion under road crossing /hard standing including HDPE pipe 350 mm nominal dia of 28.3 mm min. wall thickness of grade PE 80 for protection of MS/DI pipe to any depth by manually or any means complete all as specified and directed. Note:- (a) MS Pipe/DI pipe will be measured and paid for seprately under respective items. (b) Permission required from civil authrority/department prior to executing the work which is the responsibility of contractor and the cost incurred for the same shall be deemed to be included in unit rate quoted by the conractor.
28(c) A BOO ordered for providing HDD method drilling technology as per site requirement and provision approved by GE in writing being no old material obtained during drilling in a maintenance contract.
29Supplying , laying , jointing, welding & testing MS Pipe, Heavy class"C"of followiing sizes as per IS 1239-2004 Laid in trenches or laying on floors for connections to centrifugal pump sets or through HDD Pipe under road/path/hard standing, for fresh water supply pipe line, suction of pump set, to header and to connected out going water main CI/DI pipe line, forfollowing size including taking down the u/s one and deposited to MES Store yard all as directed. Note:- (a) MS Flanges and flanged joints complete with jointing material shall be measured and paid separately. (b) No old material of MS pipe considered in credit schedule to be layed through HDD pipe.
3080 mm bore
31100 mm bore
32150 mm bore
33200 mm bore
34250 mm bore
35300 mm bore
36Supplying and fixing, MS flanges of 80 mm bore not less than 16 mm thick duly welded on ends of MS pipe complete all as specified and directed.
37Supplying and fixing, MS flanges of 100 mm bore not less than 16 mm thick duly welded on ends of MS pipe complete all as specified and directed.
38Supplying and fixing, MS flanges of 150 mm bore not less than 16 mm thick duly welded on ends of MS pipe complete all as specified and directed.
39Supplying and fixing, MS flanges of 200 mm bore not less than 16 mm thick duly welded on ends of MS pipe complete all as specified and directed.
40Supplying and fixing, MS flanges of 250 mm bore not less than 16 mm thick duly welded on ends of MS pipe complete all as specified and directed.
41Supplying and fixing, MS flanges of 300 mm bore not less than 16 mm thick duly welded on ends of MS pipe complete all as specified and directed.
42(Note for item No 12 to 17 :- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of MS flanges in weight (KG) shall be taken into account and attach with RAR/F Bill)
43M&L for Flanged Joints with rubber or fibre board gasket including nuts, bolts and double washers of following sizes complete all as specified and directed. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of Flanged joints in weight (KG) shall be taken into account and attach with RAR/F Bill)
4480 mm bore
45100 mm bore
46150 mm bore
47200 mm bore
48250 mm bore
49300 mm bore
50Supply, fixing, jointing & testing Cast Iron Sluice Valve of sizes as under, ISI Marked, flanged ends drilled pressure rating PN-1.0, PD Short body, confirming to IS 14846-2000, having stainless steel spindle with cast iron operation wheel at top including taking out unsv sluice valve complete all as specified and directed. (Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item.)(Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of Cast Iron Sluice Valve in weight (KG) shall be taken into account and attach with RAR/F Bill)
5180 mm bore
52100 mm bore
53150 mm bore
54200 mm bore
55Supply, fixing, jointing and testing ofCast iron Non Return valve without by pass arrangement, swing type, confirming to IS 5312-(Part I) - 1984, flanged ends pressure rating PN 1.0 complete including taking out unsv NRV complete all as specified and directed. (Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item. ) (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV ofCast iron Non Return valve in weight (KG) shall be taken into account and attach with RAR/F Bill)
5680 mm bore
57100 mm bore
58150 mm bore
59250 mm bore
60Supply and fixing CI foot valve rating PN 0.2 flanged ends, swing type opration with rubber sheet, as per IS:4038-1986 including taking out unsv foot valve complete all as specified and directed. Note:- Flanged joints complete with jointing material shall deemed to be included in the unit rate of this item. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV in weight (KG) shall be taken into account and attach with RAR/F Bill)
6180 mm bore
62100 mm bore
63150 mm bore
64200 mm bore
65Supply, installation and testing of flanged ends water meter ISI marked woltman type, Class "B" of following sizes and making good connection with flanged ends, with gasket rubber sheet and nut & boltsfixing in horizontal/inclind/vertical position, including taking out unsv water meter complete all as specified and directed. Note :- Flange joints including jointing materials shall deemed to be included in the unit rate of this item.(Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV ofwater meter in weight (KG) shall be taken into account and attach with RAR/F Bill)
66100 mm bore
67150 mm bore
68Taking up or down GI steel tubing of following sizes with connections from Trenches/floors/walls complete all as specified and directed. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of pipe in length (RM) shall be taken into account and attach with RAR/F Bill)
6915 mm bore
7020 mm bore
7125 mm bore
7240 mm bore
7350 mm bore
74Supply and fixingtubing GI pipe medium grade IS 1239 (Part I)-2004 marked including all fittings laid in trenches/wall/floor etc in old/new position complete all as specified and directedof following sizes.
7515 mm bore
7620 mm bore
7725 mm bore
7840 mm bore
7950 mm bore
80Supplying & fixing gun metal gate valves with iron wheel head, screwed both ends for iron pipe, ISI Marked, as per IS: 778-1984 of following sizes including taking out unsv gate valves complete all as specified and directed. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of gun metal gate valves in weight (KG) shall be taken into account and attach with RAR/F Bill)
8115 mm bore
8220 mmbore
8325 mm bore
8440 mmbore
8550 mmbore
86Labour for cutting of CI /DI/GI/MS pipe in position for reducing to required length for insertion of new tees, branches etc of 100 to 200 mm bore complete all as specified and directed
87Taking out foot valve, NRV, Stainer refacing, regrinding, rubber gasket changes, stem nut & bolts and refixing the same serviceable condition with flange joints including nut, bolt and double washers including painting of following sizes complete all as specified and directed
8880mm bore
89100 mm bore
90150 mm bore
91200 mm bore
92Opening of existing sluice valve 80 mm bore including opening of gland cover taking out with stem nut of brass or of stainless steel & refixing the same after with & including replacement of rubber packing, nut & bolts, glands dori etc complete all as specified anddirected. Note :-Any new spare partslike stem, stem nuts, gland plate of required size shall be measured and paid separately under respecitve items.
93Opening of existing sluice valve 100 mm bore including opening of gland cover taking out with stem nut of brass or of stainless steel & refixing the same after with & including replacement of rubber packing, nut & bolts, glands dori etc complete all as specified and directed. Note :-Any new spare partslike stem, stem nuts, gland plate of required size shall be measured and paid separately under respecitve items.
94Opening of existing sluice valve 150 mm bore including opening of gland cover taking out with stem nut of brass or of stainless steel & refixing the same after with & including replacement of rubber packing, nut & bolts, glands dori etc complete all as specified and directed. Note :-Any new spare partslike stem, stem nuts, gland plate of required size shall be measured and paid separately under respecitve items.
95Opening of existing sluice valve 200 mm bore including opening of gland cover taking out with stem nut of brass or of stainless steel & refixing the same after with & including replacement of rubber packing, nut & bolts, glands dori etc complete all as specified and as directed. Note :-Any new spare partslike stem, stem nuts, gland plate of requirearately under respecitve items
96Supply only stem nut made out of stainless steel suitable to match with existing sluice valve 80 mm bore complete all as specified and as directed.
97Supply only stem nut made out of stainless steel suitable to match with existing sluice valve 100 mm bore complete all as specified and directed.
98Supply only stem nut made out of stainless steel suitable to match with existing sluice valve 150 mm bore complete all as specified and directed.
99Supplyonly stem nut made out of stainless steel suitable to match with existing sluice valve 200 mm bore complete all as specified and directed.
100Supply only stem made out of stainless steel suitable to match with existing sluice valve 80 mm bore complete all as specified and directed.
101Supply only stem made out of stainless steel suitable to match with existing sluice valve 100 mm bore complete all as specified and directed.
102Supply only stem made out of stainless steel suitable to match with existing sluice valve 150 mm bore complete all as specified and directed.
103Supply only stem made out of stainless steel suitable to match with existing sluice valve 200 mm bore complete all as specified and directed.
104Supply only gland plate made of cast iron suitable to match with existing sluice valve 80 mm bore complete all as specified and directed.
105Supply only gland plate made of cast iron suitable to match with existing sluice valve 100 mm bore complete all as specified anddirected.
106Supply only gland plate made of cast iron suitable to match with existing sluice valve 150 mm bore complete all as specified and directed.
107Supply only gland plate made of cast iron suitable to match with existing sluice valve 200 mm bore complete all as specified and directed.
108Supply, installation and testing flanged ends strainer/dirt box rating PN 1.0 of following sizes with stainless steel mesh suitable for cold water meter to avoid foreign material entering into meter and making good connection with flanged ends with gasket rubber sheet and nut & bolts fixing in horizontal/inclind/vertical position, including taking out unsv strainer/dirt box complete all as specified and directed. Note :- Flange joints including jointing materials shall deemed to (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of flanged ends strainer/dirt boxin weight (KG) shall be taken into account and attach with RAR/F Bill)
109100 mm bore
110150 mm bore
111200 mm bore
112Supplying, fixing, jointing and testingin replacement of cast iron Air release valve80 mm bore with two air outlets, confirming to IS , flanged endscomplete including taking out unserviceable ARVcomplete all as specified and directed . (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV ofcast iron Air release valve in weight (KG) shall be taken into account and attach with RAR/F Bill)
113Supplying, fixing, jointing and testing in replacement of cast iron Air release valve100 mm bore with two air outlets, confirming to IS , flanged endscomplete including taking out unserviceable ARV complete all as specified and directed. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV ofcast iron Air release valve in weight (KG) shall be taken into account and attach with RAR/F Bill)
114Supplying, fixing, jointing and testing in replacement of cast iron Air release valve150 mm bore with two air outlets, confirming to IS , flanged endscomplete including taking out unserviceable ARV complete all as specified and directed. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV ofcast iron Air release valve in weight (KG) shall be taken into account and attach with RAR/F Bill)
115Material and labour for Fabrication, welding and fixing ofMS work made out of MS sheet not more than 3 mm thick of any size or MS angle/flat of any size as required at sitefor repair/replacement of valve pit cover / Sump manhole cover, stair case steps, sign board and all other iron works including painting two coats with synthetic enamel paints over a coat of red oxide primer complete all as specified and directed. (Note:- Old U/s material obtained from demolition shall be taken on charge in demolition/salvage register and enter page number in demolition statement. Necessary RV of MS work in weight (KG) shall be taken into account and attach with RAR/F Bill)
116Labour Only for run lead joint by using old lead and new spurn yarn for CI/DI Pipe of following sizes complete all as specified and directed
117100 mm bore
118150 mm bore
119200 mm bore
120Testing of drinking water collected from local source (bore wells /shallow wells) in the area ofAGE (U) W/S No. III and submission of detailed test report to the office of Engineer-in-Charge. (i) Carrying out minimum essential testing of water as per IS 10500-2012 mandatory for chemical colour, odour, taste, turbidity, PH value, TDS total hardness, iron, chloride, fluoride and residual free chlorine and Bacteriological total coliform organisms per 100 ml (MPN) and E Coli in 100 ml) with specific recommendation regarding suitability of water for drinking purposes. (ii) Collection of water from different sources of water ie. Sump, bore wells & shallow well in a sterilized bottle and testing in NABL Approved laboratory as mentioned in specification. (Note :- Rate Quoted shall also deemed to be included for the followings:- (i) Cost of sterilized bottle as required. (ii) To and from transportation charges for collection of samples from source (sump, bore & shallow wells). (iii) Payment shall be made only after producing of test certificate from approved lab dully approved by EIC.
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