Housing Urban and Rular Development Local Bodies Closing in 16 days TDR #58057673

Tender For Construction Of 200 Kl Water Over Head Tank And Laying Rising Main For Water Supply Of 66 Commercial Plots In Pocket-H At Indraprasth Scheme.

Issued by Local Bodies · Ghaziabad, Uttar Pradesh
Tender Value
56.29 Lakhs
Estimated cost
Bid Submission
04 Nov 2026
16 days left
EMD
1.12 Lakhs
Bank guarantee accepted
Document Fee
4779
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of 200 Kl Water Over Head Tank And Laying Rising Main For Water Supply Of 66 Commercial Plots In Pocket-H At Indraprasth Scheme.

BOQ

Name of Work:- CONSTRUCTION OF 200 KL WATER OVER HEAD TANK AND LAYING RISING MAIN FOR WATER SUPPLY OF 66 COMMERCIAL PLOTS IN POCKET-H AT INDRAPRASTH SCHEME.
Sl. No. Item Description
1Construction of over head tank of capacity 200 K.L. storage capacity at 22m staging based on contractor's own design & drawing (bearing capacity of soil to be taken as 8 tones per sqm at 2m depth) completed with Im wide R.C.C staircase from ground level & steel ladder from balcony to top of dome. In balcony Im high G.l pipe railing over stair case, balcony and all around to dome made of three rows of 25 mm dia G.1. pipe medium class supported on.R.C.C posts or 50x50x6 mm size M.S. angle iron posts placed at suitable intervals i.e 1.25 mt. c/c or as directed by engineer in charge, supply & fixing of M.S. ladder from top of dome to inside of tank and supply & fixing 600x600 m M.S. manhole cover with locking arrangements as appd. by E/l and fixed at the top of dome and supply of all materials. Aluminum lighting conductor with extra arrangement of copper wire as per IS 3043 latest edition laid in electricity department or as per latest ISI specification. Further to provide mosquito proof ventilator of approved quality & fixing at the top of dome as per direction by E/1 further to provide water level; indicator with material and fixing them at desired level further to connect and hoist all C.I double flanged pipe specialy required for completel inlet, out let overflow & waste ort pipe arrangement with C.I double flanged pipe of the general specification providing jointing material such as rubber packing with nut bolts and fix them after embedding in the bottom of the tank from the designed depth below G.L. including fixing of sluice valve duck foot bend etc. inlet, outlet over flow and waste pipe arrangements with all fitting and to be painted with blank Japan paint. further to provide all material for supply of gate as per drawing with locking arrangements and painting with approved paint on complete structure with three coats of snowcem of approved quality. Construction of sluice valve chambers as per drawing. The rate should also include the testing of bearing capacity of soil and water tightness of tank. The bearing capacity of soil to be taken as 8.0 tonnes/sqm at 2m depth and consisting for specific load as per IS 1893-1894 to latest revised specification if any complete with all respect.Inlet pipe & out let pipe size as per hydraulic design wash out pipe 200 mm dia and over follow pipe 300mm dia double flanged C.I pipe as per jal Nigam specification including soil testing and design vetting and construction in all respect. structural design should follow the latest I'S code seismic provisions in the structural drawing & design. Also drawing should be checked/declared through IIT/goood agencies or any other institution as per approval of E/I. PAYMENT OF MODE1.Soil Testing,Drawing & Design Report Submission and Excavation in foundation laying of lean concrete casting of foundation and columns upto G.L. (15%) 2. Completion of staging up to bottom of ring beam of Tank.(15%) 3. Casting of ring beam, tank base, conical bottom dome and balcony and stair case up to balcony.(25%) 4. Casting of tank walls up to top dome and stair case up to top dome with top dome as per design.(20%) 5. Completion of stair case, fixing of ventilator,water level indicator, lighting conductor supply and fitting of inlet,outlet,overflow and washout pipes and specials with fixing of sluice valve in outlet, washout pipes etc.(15%) 6. Construction of sluice valve chember,laying of floor,apron and semi circular drain and Finishing work such as painting cement painting for structual soundness of Engg. In charge and submission of three bound sets of complete drawing as per direction of engineer-in-charge and testing for water tightness.(10%).
2Quote the rates for the following itemsA For decreasing in bearing capacity of soil per 0.50 t/sqm in cal the design is submitted on raft foundation.
3B. For increase bearing capacity of soil per 0.50 t/sqm in case the design is submitted .
4Rising main, Supply of the following sizes of D.I. pipes Class K-9 conforming to latest I.S. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance.125mm dia K-9,T.W. to OHT,Byepass Arrangement.
5Supply of the following sizes of D.I. pipes Class K-9 conforming to latest I.S. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance.150mm dia K-9,T.W. to OHT,Byepass Arrangement. DSR/23 18.73.2
6Supply of D.I. S/S or flanged Specials 125mm conforming to I.S. 8329/2000 Suitable for above C.I.S/S pipe F.O.R destination including all Taxes and Insurance.
7Supply of D.I. S/S or flanged Specials 150mm conforming to I.S. 8329/2000 Suitable for above C.I.S/S pipe F.O.R destination including all Taxes and Insurance.DSR/23 18.30.4
8Supply of the following sizes of C.I. Double flanged sluice valves as per I.S. 780/1969 class-1 working pressure 10kg/Sqcm F.O.R Destination including all taxes and Insurance.125mm dia.
9Excavation for pipe line work in soll mixed with moorum, kankar & shingle etc Including lift up to 1.5m and lead up To 50m and refilling, watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches.125mm dia k-9
10Carting from the store (up to 8 Km.) The following sizes of D.I. double pipe k-9 and specials to the site of work lowering them in to trenches and laying true to alignment and gradient including jointing, testing of pipeline and including supply of jointing material such as nut & bolls, rubber insertion, white lead etc. com- plate but excluding cost of trenching and cutting of pipes etc. For making of lengths bul including making joints.125mm dia k-9
11Carting of D/F Sluice valves of following sizes to the site of works lowering them into already prepared trenches and fixing them In position including supply of jointing materials such as bolt nut, rubber insertion white lead complete with excluding values and specials required but including the testing etc, complete excluding values and specials required but including the testing etc. complete.125mm dia k-9
12Providing and fixing C]. double acting 100 mm dia air valve of approved quality withbolts, nuts. rubber insertions etc. complete (The tail pieces, tapers etc ifrequired will be paid separately) : DSR/23 18.59.3
13Rain water harvasting, WATER TAPING ARRANGEMENT FROM ROOF Supply of pipes including railway freight and cartageup to store including all taxes and duties PVC pipes 110x 6 kg/cm2
14PVC specials
15(2001) Excavation in pipe line trenches in ordinary soil (loam, clay or sand) including lift up to 1.50 m & lead up to 50 2 m.refilling, watering and ramming of evcavated earth into the trenches and disposal of surplus earth up to the distance of 150 m from the center of the foundation trenches.
16(2043) Carting, laying and jointing of the 110 mm size PVC pipe including lowering them into the trenches including the cost of all jointing material such as clamps etc..labour T & Petc. complete.
17fixing down pipe 110 mm dia pipe excluding cost of pipe but including cost of laying and jointing material such as MS clamps etc.
18Construction of brick masonary collection chambers45x45x60 cm.
19Site clearance and other unforeseen items(L.S)
20GROUND WATER RECHARGING UNIT Supply of Perforated pipes 110 mm dia x 6 kg/cm2 and end cap including and cartage up to store including all taxes and dulies.
21Making bore hole 200 mm dia by casing method in all type of soll as per drawing induding supply of all material and T&P etc.and cartage up to store including all taxes and duties
22Lowering the perforated PVC pipes in bore hole Including supply of all material and T & P etc. and cartage up to store including all taxes and duties and supply and pouring of pebbles 15 to 20 mm size between bore hole and pipe complete.
23(1001) Excavation in foundation in ordinary soil(loam,clay or sand) including lift up to 1.50 m& lead up to 50 m.refilling watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth up to the distance of 50 mfrom the center of the foundation treiches.
24(1001+1006) Same as item no. 4 above but in depth 1.5 m to 3.0 m in depth
25(1009) Concrete with 40 mm gauge brick ballast, local sand and cement in proportion in 12:6:1 in foundation including supply of all material, labour T & P etc. required for proper completion of work.
26(1029) Ist Class brick work in 1:6 cement and local mortar in foundation and plinth including supply of all material, labour T&P etc. required for proper completion of work
271025) R.C.C. work with cement, coarse sand and 20mm gauge approved stone ballast In proportion of 1:1.5:3 in slabs excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.50 mm thick binding wire and the cost of binding wire and including necessary centering and shuttering supply of all material, labour T & P etc. required for proper completion of work.
281151) MS or iron work in plain work such as R.C.C.or R.B. work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and its wastage.
29(1149)M.S grill made of angle iron frame with square bars with locking arrangement including supply of all material, labour T&P etc required for proper completion of work
30Supply and filling of following size of pebbles including supply of all material, labour T & Petc. required for proper completion of work. 25mm to 50mm
3115mm to 25 mm
326mm to 15mm
33Out side long walls (15mm to 25 mm)
34Out side short walls (15mm to 25 mm)
35Supply and filling of coarse sand including supply of all material, labour T&P etc.required for proper completion of work.
36(1232 & 1233) Painting or varnishing new work or new wood work in small areas with one priming coat and two coat of approved quality paint or vamish including supply of all material, labour T&P etc. required for proper completion of work.
37Site clearance and other unforeseen items (L.S) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58057673
AUTHORITY Local Bodies
TENDER VALUE 56.29 Lakhs
LAST DATE 04-11-2026
Authority
Authority Name Ghaziabad Development Authority
Work Description Tender for Construction Of 200 Kl Water Over Head Tank And Laying Rising Main For Water Supply Of 66 Commercial Plots In Pocket-H At Indraprasth Scheme.
Basic Detail
Tender No 696/4/PA-T/2026-27 Dt. 13.10.2026 (S.no-7)
Bidding Type Tender
Location
City Ghaziabad
State Uttar Pradesh
Key Dates
Publish Date 15 Oct 2026
Submission Date 04 Nov 2026
Open Date 06 Nov 2026
Finance
Tender Value 56.29 Lakhs
Tender Fee 4779
EMD 1.12 Lakhs
Exemption Not Available
Document List
3a5d3c4e-1d86-4588-b940-330d286be1f6.html
696_7.pdf
BOQ_2261914.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 04, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 16 days
Nov 06, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 18 days

Tender Documents

Download All (ZIP) ↓
html

3a5d3c4e-1d86-4588-b940-330d286be1f6.html

pdf

696_7.pdf

xls

BOQ_2261914.xls

pdf

Tendernotice_1.pdf

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