Tender For Estimate For Laying Of Underground Pipeline For Watercourse Of Outlet Rd 5000/L Amrala Minor
Tender Value
47.58 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
4 days left
EMD
95161
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ludhiana → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Laying Of Underground Pipeline For Watercourse Of Outlet Rd 5000/L Amrala Minor
BOQ
| Sl. No. | Item Description |
| 1 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc. Depth upto 1.5 mtr. |
| 2 | Depth upto 1.5 to 2.25mtr. |
| 3 | Depth upto 2.25 to 3.00 mtr. |
| 4 | Depth upto 3.00 to 4.5 mtr. |
| 5 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 6 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . |
| 7 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. |
| 8 | 10mm thick cement plaster 1:4 on bed and top. |
| 9 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement |
| 10 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle |
| 11 | Cement concrete 1:4:8 with brick ballast 40mm gauge |
| 12 | Lowering, jointing of RCC NP-2 plain end pipes upto 200 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 13 | Lowering, jointing of RCC NP-2 plain end pipes upto 250 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 14 | Lowering, jointing of RCC NP-2 plain end pipes upto 300 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 15 | Lowering, jointing of RCC NP-2 plain end pipes 350 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 16 | Lowering, jointing of RCC NP-2 plain end pipes 400 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 17 | Lowering, jointing of RCC NP-2 plain end pipes 450 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 18 | Lowering, jointing of RCC NP-2 plain end pipes 500 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 19 | Lowering, jointing of RCC NP-2 plain end pipes 600 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 20 | Lowering, jointing of RCC NP-2 plain end pipes 700 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 21 | Jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No) |
| 22 | Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank |
| 23 | Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 |
| 24 | Lowering, jointing of RCC NP-2 spigot and socketed pipes upto 200 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 25 | Lowering, jointing of RCC NP-2 spigot and socketedpipes upto 250 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 26 | Lowering, jointing of RCC NP-2 spigot and socketed pipes upto 300 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 27 | Lowering, jointing of RCC NP-2 spigot and socketed pipes 350 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 28 | Lowering, jointing of RCC NP-2 spigot and socketed 400 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 29 | Lowering, jointing of RCC NP-2 spigot and socketed pipes 450 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 30 | Lowering, jointing of RCC NP-2 spigot and socketed pipes 500 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 31 | Lowering, jointing of RCC NP-2 spigot and socketed pipes 600 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 32 | Lowering, jointing of RCC NP-2 spigot and socketed pipes 700 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. |
| 33 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC NP-2 spigot and socketed pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces ofsocket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. having internal diameter 200 mm |
| 34 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC NP-2 spigot and socketed pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces ofsocket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. having internal diameter 250 mm |
| 35 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC NP-2 spigot and socketed pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces ofsocket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. having internal diameter 300 mm |
| 36 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC NP-2 spigot and socketed pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces ofsocket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. having internal diameter 350 mm |
| 37 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC NP-2 spigot and socketed pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces ofsocket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. having internal diameter 400 mm |
| 38 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC NP-2 spigot and socketed pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces ofsocket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. having internal diameter 450 mm |
| 39 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC NP-2 spigot and socketed pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces ofsocket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. having internal diameter 500 mm |
| 40 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC NP-2 spigot and socketed pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces ofsocket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. having internal diameter 600 mm |
| 41 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC NP-2 spigot and socketed pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces ofsocket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. having internal diameter 700 mm |
| 42 | Providing and fixing of Alfa Valve fitted on riser pipe to act as Nakka (D regulators) Dia 200 mm |
| 43 | Dia 250 mm |
| 44 | Dia 300 mm |
| 45 | Dia 350 mm |
| 46 | Dia 400 mm |
| 47 | Dia 450 mm |
| 48 | Dia 500 mm |
| 49 | Dia 600 mm |
| 50 | Dia 700 mm |
| 51 | Centreing &shuttering for Concerte faces |
| 52 | Providing & Fixing of Steel Shutter Gate Assembly in Main Pipeline complete in all respect |
| 53 | Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26-1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications |
| 54 | Advance Direction sign board 1200x1800 mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. |
| 55 | Dismantling of Brick work in Cement |
| 56 | Dismantling of Flexible Pavements (By Mechanical Means) Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 57 | (Loading and unloading) Cast iron/RCC pipes:- upto 300mm dia bore |
| 58 | Exceeding 300 mm but up to 450 mm dia bore |
| 59 | Exceeding 450 mm but up to 600 mm dia bore |
| 60 | (Carriage) RCC pipes above 450 mm i/d (truck load 5.0 tonnes) 0.50 km to 1.0 km |
| 61 | 2.0 km |
| 62 | 3.0 km |
| 63 | 4.0 km |
| 64 | 5.0 km |
| 65 | (Carriage) RCC pipes 350mm to 450 mm i/d (truck load 5.0 tonnes) 0.50 km to 1.0 km |
| 66 | 2.0 km |
| 67 | 3.0 km |
| 68 | 4.0 km |
| 69 | 5.0 km |
| 70 | Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipelines with straight or open cutting in streets or open area including dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation, including the cost of diversion for traffic crossing over trenches for access to the houses, watching, fencing etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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