Tender For Repair To Retaining Walls,Security Walls, Drains,Fencing , Paths And Hardstanding ,Cleaning And Maintenance Of Sewage Line, Manhole, Septic Tank, Water Tank, At Motitibba And Bakrota Under Under Af Stn Dalhousie.
Tender Value
45 Lakhs
Estimated cost
Bid Submission
12 Aug 2026
18 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
Pathankot → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Retaining Walls,Security Walls, Drains,Fencing , Paths And Hardstanding ,Cleaning And Maintenance Of Sewage Line, Manhole, Septic Tank, Water Tank, At Motitibba And Bakrota Under Under Af Stn Dalhousie.
BOQ
| Sl. No. | Item Description |
| 1 | Demolition and breaking up drain pipes (salt glazed ware or AC or reinforced concrete) 150 mm set in cement mortar complete all as specified and directed by Engineer-in-Charge. (Excavation work will be measured and paid seprately) |
| 2 | S&F HDPE DWC (Double wall corrugated) pipes confirming to IS-16098 of 152mm & 180mm internal & external dia respectively, pressure rating SN-8 fixed with rubber seal and copler required with and incl. suitable bends 90/60/45 degree etc, single Y junction, complete as required fixed as per manufacturer instruction laid in trenches for sewage lines all as specified and as directed.Note:- Rated included for pipes, bends any size and any types, Y junction copler/adaptor etc required and net total length of pipe with fitting shall be measured for payment purpose. Rate quoted by the contractor shall also include (a) (a) Removal of broken pipes, concrete bed and any other material upto 50m (b) Making surface under sewage pipe to required gradient for smooth flow of sewage (c) Filling and proper ramming of earth under, around and above the pipe after pipe is laid and tested and providing smooth/ levelled finish as already existing. |
| 3 | M&L for cleaning and attending/rectify day to day complaint to clear the blockage of WC, WHB, bathroom grating, WHB, Sink, soil waste pipe, floor trap Nahani trap, kitchen trap, gully trap and removing the sludges, mud silt liquid sewage water, sand from out of premises complete all as specified and as directed through complaint slip.Note: (a) Complaint register/slip shall be produced at the time of claiming the payment.(b) Minimum one person shall be present on all working days 0900 hrs to 1700 hrs to attend the above complaints/maintenance and reporting the progress to AGE B/R-I sub Divn.(c) Contrctor shall arrange suitable T&P (such as KHAPACHI, Bamboo, cleaning rod and suitable materials/tools, GI wire, PHAWADA, bucket, spike etc incl. necessary form work/scaffolding and safety measures.(d) For non-attending of sewage complaints within 48hrs recovery of Rs 200/- per complaints per day shall be deducted from his dues onthis account and the report on non compliance of such complaints enclosed with each RAR/Final bill. |
| 4 | Cleaning of sewage lines of any dia and in any position by means of rodding/ bamboos etc incl. manholes of any description by taking out night soil excreta and solid sludge and buried under 30cm deep soil by digging suitable size of pits 100mtr away from site complete all as specified and as directed.Note:- 1. Excavation of pit and removal of surplus soil is deemed to be included in unit rate.2. Contractor shall arrange water for jettin, refilling to tank incl. lanours required to be engaged in teh work and rubbish off the sludge beyond MoD land.3. Bleaching powder to be spread over and all around of buried night soil/ sludge. |
| 5 | M&L for cement concrete (1:3:6) type C-2 to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 150 mm dia bore of pipe complete all as specified and directed by Engineer-in-Charge. |
| 6 | Cement concrete in surface channels and drains in cement concrete 1:3:6 type C1 (20 mm graded aggregate) finised even and smooth using extra cement |
| 7 | Cutting into existing manholes for connecting new drain, making good to pipe, rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for pipe for internal dia 150 mm complete all as specified and directed by Engineer-in-Charge. |
| 8 | Cutting in to existing manholes for removing existing branch drain making good in walling and rendering cutting out branch and making good benching for pipe for internal dia 150 mm complete all as specified and directed by Engineer-in-Charge. |
| 9 | Cleaning of manholes n exc 1m deep complete all as specified and as directed by the Engineer-in-Charge |
| 10 | Cleaning of manholes exc 1m deep complete all as specified and as directed by the Engineer-in-Charge |
| 11 | Desludging and cleaning of septic tank/manholes of various capacity and sizes and burying the sludge in a pit waste materials in borrow pits or suitable site & covering the same by spreading earth & spreading bleaching powder on it (The rates includes for making borrow pits with in 100mtr & removing, surplus soil upto 50mtr distance) complete all as specified and as directed by the Engineer-in-Charge |
| 12 | M&L PCC Type D-2 (1:4:8) in foundations, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. |
| 13 | Demolition of concrete of any description and in any position not otherwse specifically provided |
| 14 | M&L for PCC 1:3:6 Type C2(using 40 mm graded aggregate) as in wall or retaining wall, any thickness, size or shape including pilasters buttresses columns, pillars boundary pillars andposts (including caps and bases) complete all as spefcified and as directed by the Engineer-in-Charge. |
| 15 | M&L for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc, verical or to batter, work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engneer-in-Charge |
| 16 | Exacavation over areas n exc 1.5 m deep and getting out hard dense soil manually from low lying area which is inaccessible by road complete all as specified and directed by engineer in charge |
| 17 | Exacavation over areas exc 1.5 m deep and getting out hard dense soil from low lying area which is inaccessible by road complete all as specified and directed by engineer in charge |
| 18 | Removal of excavated material manually from low lying area to a distance exc. 1.50 km but n exc. 5km and depositing complete all as specified and directed by Engineer-in-Charge. |
| 19 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for sewage pipe line not exceeding 10 Sqm on plan for man holes and getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. |
| 20 | Excavation in trenches, not exceeding 1.5 m wide and exceeding 1.5 m but not exc 3.0m in depth getting out in hard/dense soil complete all as specified and directed by Engineer-in-Charge. |
| 21 | Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed by Engineer-in-Charge. |
| 22 | Removal of excavated and demolished material to a distance exc. 1.50 km but n exc. 5km and depositing complete all as specified and directed by Engineer-in-Charge. |
| 23 | Demolition of reinforced cement concrete n.exc 15 cm thickness complete all as specified and directed by Engineer-in-Charge. |
| 24 | Pre-cast reinforced cement conc. 1:2:4 type B-1 using 20mm graded crushed stone aggregate in cover slab and the likes and set in cement mortar 1:4 complete including necessary form work and demolition of existing cover slabs reinforcement cut as required to facilitate demolition complete all as specified and directed by Engineer-in-Charge. |
| 25 | S & F Fe 410-w(Gde E 250)quality B MS plates plain or chequered square cut or notched forming holes drilled or welded any thickness complete. |
| 26 | Dismantling cast iron of mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge. |
| 27 | S&F in repair 75mm bore PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-charge. |
| 28 | S&F in repair 110mm bore PVC (SWR) bends any radius complete all as specified and directed by Engineer-in-charge. |
| 29 | S&F in repair 75mm bore PVC (SWR) branch piece, single (single Y) equal or unequal with access door complete all as specified and directed by Engineer-in-charge. |
| 30 | S&F in repair 110mm bore PVCPVC (SWR) vent cowl complete all as specified and directed by Engineer-in-charge. |
| 31 | S&F in repair 75mm bore PVC P/S trap complete all as specified and directed by Engineer-in-charge. |
| 32 | S&F in repair 75mm bore PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-charge. |
| 33 | S&F PVC (SWR) gully trap 125/110 mm,setting and jointing with solvent cement complete all as specified and directed by Engineer-in-Charge. |
| 34 | Mild steel work conforming to Fe 290 GdeE-165 as in angle iron posts with swan neck (horn) and struts fencing including cutting tops to shape also directed drilling holes notching for wire etc necessary drilling bolting as welding / riveting etc complete all as specified and directed by Engineer-in-Charge. |
| 35 | M&L for preparation of new steel surfaces and applying two coats of synthetic enamal paint over one coat of red oxide primer complete. |
| 36 | M&L for preparation of old steel surfaces and applying two coats of synthetic enamal paint complete. |
| 37 | S & F in repairs galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed by Engineer-in-Charge. (each line wire to be measured |
| 38 | Restraining and resecuring including making good staples etc. as in galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed by Engineer-in-Charge. (each line wire to be measured) |
| 39 | S&F in repair barbed rozer tape concertina coil SG hot galvanised spring tensile wier manufactured by M/S Special Steel Ltd and M/S Super Fence or M/S Global Engg or other equvalent make as approve by GE of UTS 145 to 150 Kg/mm2 and dia of coil when stretched 610 mm having minimum number of circles 10/RM,minimum number of clips 25/RM and minimum weight of coil 1.625 Kg/RM hot dip galvanised complete all as specified and as directed. |
| 40 | Demolition of Brickwork or Stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed by the Engineer-in-Charge. |
| 41 | M&L TMT bars 8 mm 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 or securing with clips complete all as specified and directed by Engineer-in-Charge. |
| 42 | M & L for brickwork with subclass `B` bricks, in straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge |
| 43 | All as per item No.49 above but except brick, complete all as specified and directed by Engineer-in-Charge. |
| 44 | Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement forms moulds mitred stopped ends etc complete all as specified |
| 45 | All as per item no 51 but Add or deduct for each 25mm girth or part thereof over or under 30cm ditto complete all as specified and directed by Engineer-in-Charge. |
| 46 | M&L for PCC 1:2:4, B-1 using 20 mm aggregate as in benching or coping incld formwork complete all as specified. |
| 47 | M & L for walling of random rubble, uncoursed well bounded, bedded solidly hearted built in CM 1:4. |
| 48 | Cleaning of over head tank of any description and any capacity descaling, washing complete with soap solution and removing vegetation around the over head tank/plate form including opening and reconnecting with GI tubing as site requirement complete all as directed by Engineer-in-Charge Please Enable Macros to View BoQ information |
| 49 | Cleaning of over head tank of any description and any capacity descaling, washing complete with soap solution and removing vegetation around the over head tank/plate form including opening and reconnecting with GI tubing as site requirement complete all as directed by Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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