Tender For Rainwater Harvesting Along Swami Vivekananda Marg And Improvement To Lake Rani Ka Talab, Ambala Cantt.
Tender Value
35.62 Lakhs
Estimated cost
Bid Submission
15 Oct 2026
11 days left
EMD
72000
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ambala → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rainwater Harvesting Along Swami Vivekananda Marg And Improvement To Lake Rani Ka Talab, Ambala Cantt.
BOQ
| Sl. No. | Item Description |
| 1 | Earth Work in Excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m all as sp. in DSR 2023.(For Retaining wall) |
| 2 | Earth Work in Excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m all as sp.(in Mud). |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge all as specified. |
| 4 | M/L for Stone Walling of Coursed rubble masonry (first sort) with hard stone in foundation and plinth with built in C.m 1:6 all as specified. (Note:1. Yamuna and near by river stone will be used only. 2. Only OPC cement will be used for the purpose) |
| 5 | M/L stone pitching with dry stone of size 9” to 14”, (thickness 9\\" to 12\\") over screed and grouting with white cement & white chips dust/ marble dust all as specified. (Excluding screed) |
| 6 | M/L cement screed 25 mm thick in cement mortor 1:4 complete all as specified. |
| 7 | M/L PCC bed 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) in fillings & Mass concrete all as specified. |
| 8 | Ist quality interlocking tiles 80 mm thick M-40 (Vibrator moulded tiles) color coated laid over sand 25mm to 40mm thick all as specified as per sample, Milano, Cosmo etc. coloured tiles (Colour coated/polished tiles). |
| 9 | Removing excavated material Upto 200 m and depositing where directed at a level n exc. 1.5 m above the starting point (excavation will be done by department JCB & Hired JCB) |
| 10 | Removing excavated material beyond 200 m to 1Km and depositing where directed at a level n exc. 1.5 m above the starting point (excavation will be done by department JCB & Hired JCB) |
| 11 | Removing excavated material beyond 1 Km to 5 km and depositing where directed at a level n exc. 1.5 m above the starting point (excavation will be done by department JCB & Hired JCB) |
| 12 | S/F of Steel Reinforcement for RCC work work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level thermo-mechanically treated bars of grade Fe-500Dor more all as sp. |
| 13 | M/L RCC work 1:1½:3 for slabs supported on walls, beams and columns in floors, roofs, landing balconies, canopies deck slabs, columns, pillars and in shelves and the like all as specified in DSR 2023. (NOTE:- Only OPC cement will be used for all works.) |
| 14 | Use & waste of formwork to soffits and sides of suspended slab, such as roof slabs, floor slabs, landings and columns similar work not exceeding 200 mm thick (Horizontal or sloping) fair finished surfaces all as sp. in DSR 2023. |
| 15 | S/F framed work such as grills, grating, cattle traps etc., with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters, trusses, MS bar fencing, walk wais; railings; frame work of water tanks and similar work confirming to Fe 410-0 or Fe 310-0 all as specified in DSR 2023. |
| 16 | Rainwater Harvesting : Boring with drill machine (tubewell boring machine) 8” dia with 7” P.V.C. pipe casing of pressure 10 kg/Cm2, Approx depth of bore hole 60' and slotted pipe at every sandy strata in portions upto maximum 4m (02 nos. in one pits of size 4 m x 2.10 m) outer to outer complete with exacavation, PCC bed in foundation 3” thick 1:4:8, brick works sub class ‘A’ bricks 0.23 m x 1.20 m all around, plaster in C. mortar 1:4, inside & outside above ground level all around, making channel from main nullah/drain to Rain water harvesting pit, filling pits with graded aggregate 40 mm (40 cm), 20 mm aggregate (30 cm), Coarse sand 35 cm complete all as sp. in DSR 2023.(Filling with packing graved all around) |
| 17 | The other works to be carried out shall be payable as per MES Schedule of rate all as specified in DSR 2023. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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