Tender For Provn Of Sewage Line For Single Offrs Accn And Bhq Complex Of 14 Ew Bn And Provn Of Sewage Line For Ors Single Living Accn P-10 And Soakage Pit Of (Size 3M X 3M) Nearby Single Or Living Accn Of 39 Eme Bn (Tpt) Under Ge (West) Pathankot
Tender Value
40.76 Lakhs
Estimated cost
Bid Submission
08 Oct 2026
4 days left
EMD
81520
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pathankot → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Sewage Line For Single Offrs Accn And Bhq Complex Of 14 Ew Bn And Provn Of Sewage Line For Ors Single Living Accn P-10 And Soakage Pit Of (Size 3M X 3M) Nearby Single Or Living Accn Of 39 Eme Bn (Tpt) Under Ge (West) Pathankot
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 29-Sep-2026 | Corrigendum 01 | Other | 08-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose of soil. Note:-(1) The excavation work will be carried out by mannualy or mechanical means in any location/ area as directed by engr-in- charge. (2) Any dammage occur to water supply pipe line/ electric cable/existing drain/sewage line during excavation work will be make good by the contractor without any extra cost to Govt & up to satisfaction of Engr- in-Charge. |
| 2 | All as per Ser item No. 1.00 above but depth exc 1.50 m but n. exc 3.00 m. |
| 3 | M&L HDPE DWC (Double wall corrugated) Pipes confirming to IS-16098, of 150mm internal dia, pressure rating SN-8 fixede with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc, single Y junction, complete as required, fixed as per manufacturer instructions laid in trenchs for sewage lines including testing complete all as specified and as directed. |
| 4 | M&L for concrete (1:4:8) type D2 bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in for 150mm bore pipe. |
| 5 | M&L HDPE DWC (Double wall corrugated) Pipes confirming to IS-16098, of 200mm internal dia, pressure rating SN-8 fixede with rubber seal and coupler required with and including suitable bends 90/60/45 degree etc, single Y junction, complete as required, fixed as per manufacturer instructions laid in trenchs for sewage lines including testing complete all as specified and as directed. |
| 6 | M&L for concrete (1:4:8) type D2 bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in for 200mm bore pipe. |
| 7 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm with any type of soil complete all as specified and directed. |
| 8 | Removing excavated Soils material exc. 250m but n exc. 500 m and depositing where directed |
| 9 | M&L for brick work with sub class 'B' bricks, straight or curved on plan exc 6 m mean radius built in CM 1:6. |
| 10 | M&L for providing Precast Cement Concrete Type B1 1:2:4 (20mm graded aggregate) in landings, cover slabs (for manholes etc.) , water troughs and similar articles with plain faces and setting in cement mortar 1:6 complete with joints to match |
| 11 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking , bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia . |
| 12 | All as per Ser item No. 11.00 above but 6 to 8 mm dia |
| 13 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 complete all as specified and directed |
| 14 | M&L 100 mm thick PCC 1:2:4 type B-2 (with using 20mm graded stone aggregate) as in floor and finishing even and smooth with using extra cement complete all as specfied and directed. |
| 15 | M&L for hardcore of Broken stone Broken or boulders n.exc. 63mm, deposited spread and leveled in layers n.exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed. |
| 16 | M&L for 75mm thick plain cement concrete 1:4:8, type D-2 using 40mm graded crushed stone aggregate as in sub base complete all as specified and as directed. Note:- Finishing surfaces of concrete to be even and rough to receive the topping layer. |
| 17 | M&L for machine pressed precast concrete interlocking paver block any shape & size confirming to IS 15658-2006 of 60 mm thickness, M-40 grade rubber moulded glossy finish with grey cement and pigment complete all as secified and as directed.Note-Shapes of interlocking paver block shall be triangular/Zigzag/Haxagon/or other ,Colour of paver blocks & laying pattern approved by GE. |
| 18 | M&L for sand filling under floors or in foundations including watering and consolidation or layer of sand cushioning below interlocking paver block complete all as specified and as directed. |
| 19 | Demolition and breaking up drain pipes (Salt glazed ware, PVC/AC or Reinforced concrete) set in cement mortar,and taking out of trenches, if required, Internal dia of pipe in 75MM/100mm |
| 20 | S&F PVC (SWR) pipes 110mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors all as specified and directed. |
| 21 | Taking down eaves gutter and rain water pipe any size any pattern, PVC/ AC pipe including all fittings ,heads shoes, bends etc including removal to store ,Internal dia of pipe in 75MM/110mm complete all as specified and directed, all as specified and directed. |
| 22 | S&F PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fixed to walls all as specified and directed.(ISI MARKED) |
| 23 | S&F of PVC (SWR) 110mm bore vent cowl complete all as specified and directed. |
| 24 | S&F PVC (SWR) bends any radius 110mm dia all as specified and directed.(ISI MARKED) |
| 25 | S&F PVC (SWR) Single 'T ' any radius 110mm dia all as specified and directed.(ISI MARKED) |
| 26 | Surface excavation not exc 30 cm depth and averaging 15cm deep in foul condition for removing heaps of waste, cleaning of flora, fauma, follage and bushes around septic tanks, manholes and soak pits removing debris/ heaps of bushes etc from vicinity and depositing at a place where complete all as specified and as directed |
| 27 | Cleaning of sewage line in any depth and desludging, dewatering of man hole of any size by mechanical sucking/pressure pump sewage pipe line of size 100/150/160/200/300mm bore laid in trenches. |
| 28 | Taking out [desludging] silt, bricks bats, debris, liquid waste, sludge in solid / semisolid state from the manholes including pumping out liquid / semi solid waste if any and removing the debries outside MD land, for manholes of any size and depth not exceeding 1.00 meter. |
| 29 | All as per ser item No. 28.00 above but manholes of any size and depth exceeding 1.00 meter but not exceeding 2.00 meter. |
| 30 | Use & Waste Form work for rough finished surfaces of concrete measured flat for lintel beams, shelves, slab etc finished fair flat surfaces complete all as specified and directed. |
| 31 | Removal of excavated soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above starting point complete all as specified and directed. |
| 32 | M&L for PCC 1:4:8 type D2 using 40mm graded aggregate in foundation /mass concrete for footing and steps complete all as specified and directed. |
| 33 | M&L for cement concrete 1:2:4 type B1 ( using 20 mm graded aggregate) in, copings including necessary form work and weathering, slightly rounded or chamfered angles and throating complete all as specified and directed. |
| 34 | M&L precast cement concrete type B1 1:2:4 type B1 (20mm graded aggregate) as in Manhole / Gully trap cover slab including use and waste of necessary form work set in CM 1:4 complete all as specified and directed. |
| 35 | S&F rolled mild steel in:Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) confirming to Fe-410 -W (Gde-E- 250) quality-A complete all as specified. |
| 36 | M&L for Rendering 15 mm thick cement plaster on fair faces of brick work/concrete in cement mortar 1:4, with water proofing compound finished even and smooth without using extra cement complete all as specified. |
| 37 | Supply only liquid water proofing compound, complete all as specified. |
| 38 | M&L for 150 mm dia bore reinforced concrete pipes, class NP2, laid in trenches and jointed complete with collars etc complete all as specified. |
| 39 | M&L for 200 mm dia bore reinforced concrete pipes, class NP2, laid in trenches and jointed complete with collars etc., complete all as specified & directed. |
| 40 | Cutting into existing manhole for connecting new drain, making good pipe and rending cutting out existing benching for and forming branch channel (1/2 round or 3/4 sec ) in cement concrete 1:2:4 type B1 smooth finished and reforming benching as required for 160mm dia complete all as specified. |
| 41 | Mechanically pumping out of sewage water/ sludge from septic tanks / man holes / soakage well / filter bed by emptying liquid, semi solid, solid foul contents including cleaning of inlets, outlets and getting out by using suction pumps and filling the foul materials into covered tanks attached to suction pump and removing and disposing the same at a place meant for disposal of foul material out side the contonment area, complete all as specified & directed by Engr-in-Charge. |
| 42 | Soakage wells of dia 3 M dia X 4.5 M effective depth, excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 08, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysTender Documents
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