Tender For Repair/ Maintenance/ Cleaning Of Raw Water Sump Including Replacement Of Pond Liner And Connecting Items At Mansa Devi Pump House Under Age E/M-Ii Of Ge (U) Chandimandir
Tender Value
45 Lakhs
Estimated cost
Bid Submission
14 Aug 2026
20 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Panchkula → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/ Maintenance/ Cleaning Of Raw Water Sump Including Replacement Of Pond Liner And Connecting Items At Mansa Devi Pump House Under Age E/M-Ii Of Ge (U) Chandimandir
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning of semi under ground open Raw water reservoir of capacity 100 Lakh Gallons by removing balance water and taking out solid residual loose dirt , scales , muds,clay, fungus vegetation growth ,any other foreign material, scrubbing the complete inner surface wall and floor with wire brushes and cleaning with water and again cleaning and washing completely using bleaching powder and writing in bold letter date of cleaning on outside surfaces of raw water reservoir so that distinctely visible, Cleaning the surrounding area of the reservoir to a distance of 3 mtrs apart all around its circumference incl cutting of grass digging out roots, filling holes, levelling of ground removing the deposited material to a distance not exc. 500 metres at Mansa Devi Pump house at Chandimandir under GE(U) Chandimandir all as specified and directed. |
| 2 | Note:- (i) No T&P will be issued by the department for doing the above work, it shall be arranged and provided by the contractor Like Motor ,pump for dewaterning of water ,wire brush, etc.(ii) No mechanical T&P will be allowed inside the raw water tank for removal of sludge. |
| 3 | Supplying and fixing HDPE water proof pond liner (07 layer) heavy duty blue/ black colour, as per IS:15351:2015, having 10 cm overlap material including cleaning wall with wire steel brush removing rubbish from the installation and fixed all as per manufaturer's instruction with and including fixing material complete all as all as specified & directed by Engr- in - Charge. Specifications of material is as under:Thickness: 500 MicronTensile Strength at Break (MD) > 20 MPa Tensile Strength at Break (TD) > 20 MPaElongation at break (MD) > 1000% Elongation at break (TD) > 1000% Tear strength (MD) > 6.5 Kgf/mm Tear strength (TD) > 6.5 Kgf/mm Falling dart impact > 2200 G |
| 4 | Excavation in trenches not exc 1.5 mtr wide & not exc 1.5 mtr in depth: for foundationetc or for manholes, laying of pipe in any type of soil and getting out complete all as specified |
| 5 | Returning filling in, including spreading, leveling watering & well rammng in layers not exc 25cm thick complete all as specified and directed by EIC |
| 6 | Removing excavated material to a distance not exc 50 mtr & depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified & diected |
| 7 | Taking out CI/ DI/ MS pipe (including all fittings) with spigot and socket ends centrifugally cast laid in trenches 100mm bore complete all as specified and directed by Engineer - in – Charge. |
| 8 | Taking out CI/ DI/ MS pipe (including all fittings) with spigot and socket ends centrifugally cast laid in trenches 150mm bore complete all as specified and directed by Engineer - in – Charge. |
| 9 | Taking out CI/ DI/ MS pipe (including all fittings) with spigot and socket ends centrifugally cast laid in trenches 200mm bore complete all as specified and directed by Engineer - in – Charge. |
| 10 | Taking out CI/ DI/ MS pipe (including all fittings) with spigot and socket ends centrifugally cast laid in trenches 250mm bore complete all as specified and directed by Engineer - in – Charge. |
| 11 | Taking out CI/ DI/ MS pipe (including all fittings) with spigot and socket ends centrifugally cast laid in trenches 300mm bore complete all as specified and directed by Engineer - in – Charge. |
| 12 | Supplying, laying, jointing, commissioning and testing of ductile iron pressure pipe with socket & spigot ends having ISI marking conforming to IS:8329/2000 in standard lengths of classification K-9 suitable for and including push on rubber tyton joint (gasket D-jointing) with cement mortar lining in the pipes having 100 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed. |
| 13 | Supplying, laying, jointing, commissioning and testing of ductile iron pressure pipe with socket & spigot ends having ISI marking conforming to IS:8329/2000 in standard lengths of classification K-9 suitable for and including push on rubber tyton joint (gasket D-jointing) with cement mortar lining in the pipes having 150 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed. |
| 14 | Supplying, laying, jointing, commissioning and testing of ductile iron pressure pipe with socket & spigot ends having ISI marking conforming to IS:8329/2000 in standard lengths of classification K-9 suitable for and including push on rubber tyton joint (gasket D-jointing) with cement mortar lining in the pipes having 200 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed. |
| 15 | Supplying, laying, jointing, commissioning and testing of ductile iron pressure pipe with socket & spigot ends having ISI marking conforming to IS:8329/2000 in standard lengths of classification K-9 suitable for and including push on rubber tyton joint (gasket D-jointing) with cement mortar lining in the pipes having 250 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed. |
| 16 | Supplying, laying, jointing, commissioning and testing of ductile iron pressure pipe with socket & spigot ends having ISI marking conforming to IS:8329/2000 in standard lengths of classification K-9 suitable for and including push on rubber tyton joint (gasket D-jointing) with cement mortar lining in the pipes having 300 mm bore, including aligning the pipes inside trench as per IS:12288/1987 and testing the joints with required water pressure complete all as specified & directed.Notes: (For Ser No 11 to 15)(i) Cutting of pipe shall be measured and paid for separately.(ii) Excavation earth works shall be measured and paid for separately.(iii) CI/DI Joint specials (fittings) shall be measured and paid for separately. |
| 17 | Cutting to existing CI/ DI pipe line of size 100mm bore required for repair/replacement of pipe line and insertion of collars/tail pieces, tee, bend etc including dewatering of pit if any complete all as specified and directed. Note : CI/ DI fittings, excavation and earth work if any shall be measured and paid for separately. |
| 18 | Cutting to existing CI/ DI pipe line of size 150mm bore required for repair/replacement of pipe line and insertion of collars/tail pieces, tee, bend etc including dewatering of pit if any complete all as specified and directed. Note : CI/ DI fittings, excavation and earth work if any shall be measured and paid for separately. |
| 19 | Cutting to existing CI/ DI pipe line of size 200mm bore required for repair/replacement of pipe line and insertion of collars/tail pieces, tee, bend etc including dewatering of pit if any complete all as specified and directed. Note : CI/ DI fittings, excavation and earth work if any shall be measured and paid for separately. |
| 20 | Cutting to existing CI/ DI pipe line of size 250mm bore required for repair/replacement of pipe line and insertion of collars/tail pieces, tee, bend etc including dewatering of pit if any complete all as specified and directed. Note : CI/ DI fittings, excavation and earth work if any shall be measured and paid for separately. |
| 21 | Cutting to existing CI/ DI pipe line of size 300mm bore required for repair/replacement of pipe line and insertion of collars/tail pieces, tee, bend etc including dewatering of pit if any complete all as specified and directed. Note : CI/ DI fittings, excavation and earth work if any shall be measured and paid for separately. |
| 22 | S & F ductile iron pipe fittings such as bends, tapers, tee pieces single branch, \\"Y\\" junction, collars, caps and plugs etc spigot socketed or flanged ends type of size up to 300mm nominal bore conforming to IS-9520/2000 with pressure rating PN-1 (all the fittings shall be coated for rust prevention i.e. external coating zinc rich paint with finishing layer of bituminous as per Annexure - A of IS:9523/2000 and internal lining shall be of cement mortar with seal coat as per Annexure 'B' of IS-9523/2000) complete all as specified and directed by Engineer-in-Charge. Note: (i) Joint and jointing material shall be measured and paid separately. (ii) Excavation and earth work shall be measured and paid for separately. Please Enable Macros to View BoQ information |
| 23 | S & F ductile iron pipe fittings such as bends, tapers, tee pieces single branch, \\"Y\\" junction, collars, caps and plugs etc spigot socketed or flanged ends type of size up to 300mm nominal bore conforming to IS-9520/2000 with pressure rating PN-1 (all the fittings shall be coated for rust prevention i.e. external coating zinc rich paint with finishing layer of bituminous as per Annexure - A of IS:9523/2000 and internal lining shall be of cement mortar with seal coat as per Annexure 'B' of IS-9523/2000) complete all as specified and directed by Engineer-in-Charge. Note: (i) Joint and jointing material shall be measured and paid separately. (ii) Excavation and earth work shall be measured and paid for separately. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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