Tender For maintenance of W/S (Repairing And Making Connection Of Water Lines In Panchsheel Balak Inter Collage In Sector-91) Noida.
Tender Value
13.77 Lakhs
Estimated cost
Bid Submission
01 Sep 2026
7 days left
EMD
27600
Bank guarantee accepted
Document Fee
1416
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ghaziabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for maintenance of W/S (Repairing And Making Connection Of Water Lines In Panchsheel Balak Inter Collage In Sector-91) Noida.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :bituminous road |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5m,disposed earth to be levelled and neatly dressed. .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. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
| 4 | Repairing of existing PVC water line I/c bailling out of water by / Manually/ Deisel engine,P/F PVC Coupler, CID joints etc. complete work as per direction of E/I (But Excluding cost of excavation, filling & PVC Pipe). |
| 5 | a) 90 mm dia |
| 6 | b) 110 mm dia |
| 7 | c) 140 mm dia |
| 8 | d) 160 mm dia |
| 9 | e) 200 mm dia |
| 10 | S/o PVC pipe 6Kg/Cm2 Pressure with required PVC standard special confirming to IS :4985-2000 with latest amendment Make Finolex industries Ltd./ Kisan/ Supreme Industries Ltd. (Rate As Per Comparative Statement per Rm.(AOR) |
| 11 | a) 90 mm dia |
| 12 | b) 110 mm dia |
| 13 | c) 140 mm dia |
| 14 | d) 160 mm dia |
| 15 | e) 200 mm dia |
| 16 | S/F of M.S. Specials such as Tee, Bends, Collars, Tapers, gap pieces, including Flange Ends as required Painting, Cutting, welding as per site requirement of M.S. pipe thicknwss etc. complete in all respect as per direction of the E/I. |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources ) |
| 18 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | Providing and fixing sluice valve Shall generally conform to IS 14816 with latest amendment , with length over flanges as per PD of IS14846 corresponding to BS EN - 558/ISO 5752 Basic Series 3 in CI construction having metal seating ( IS 318 Gr. LTB 2) with complete Component & Material of construction following below :- |
| 20 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260 |
| 21 | 2 - Spindle - Non rising, Stainless Steel AISI 410 |
| 22 | 3 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 ( risngs to be press fitted and riveted ; no screws allowed) |
| 23 | 4 - Rivets - Soft annealed brass |
| 24 | 5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 2 |
| 25 | 6 - Stem seal - Greased Hemp |
| 26 | 7 - Fasteners - Carbon steel |
| 27 | 8 - Flange Drilling - IS 1538 Table 4&6 |
| 28 | 9 - PN 1.0 |
| 29 | 10 - Accessories ( 400 mm and above ) - Ball thrust bearings to be housed above the wet chamber ie. Above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug |
| 30 | 11 - Painting / Coating - Inside & Outside epoxy liquid coated ; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 31 | 12 - Hydro-test - ( Open Ended only ) Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2 |
| 32 | 13 - Upto 600 mm dia Manual Operated & abov 600 mm Gear box Make- Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) |
| 33 | a) 150 mm dia Kirloskar make |
| 34 | b) 200 mm dia Kirloskar make |
| 35 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 36 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 100 |
| 37 | Cement Concrete with 2 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tool & plants etc required for proper completion of the work. |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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