Tender For special Repair To Sewage Pipe Line At Khetrapal Vihar Under Ge (West) Hisar At Hisar Mil Stn
Tender Value
38.76 Lakhs
Estimated cost
Bid Submission
06 Aug 2026
5 days left
EMD
77600
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hisar → Haryana
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for special Repair To Sewage Pipe Line At Khetrapal Vihar Under Ge (West) Hisar At Hisar Mil Stn
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Jul-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 06-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) GE (WEST) HISAR Name of Work: SPL REPAIR TO SEWAGE PIPE LINE AT KHETRAPAL VIHAR UNDER GE (WEST) HISAR AT HISAR MIL STN CA No. GE(W)/HSR-21/2026-27 Bidder Name : SCHEDULE 'A'(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Demolition of cement concrete (unreinforced) of any description below ground level complete all as specified and directed. |
| 3 | Demolition of reinforced cement concrete of any description and in any position complete all as specified and directed. |
| 4 | Demoliton of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removing debries out of MD land complete all as specified and directed. |
| 5 | M&L for old size brick work with fly ash Bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 complete all as specified and directed. |
| 6 | M&L brickwork with sub class 'B' old size brick laid on edges in floor in drain bedded and jointed in cement and sand mortar (1:6) and all as specified and directed. |
| 7 | M&L Flush pointing to brick walls/floors, surface channels, drains, roofs etc in cement mortar 1: 3 finished even and smooth complete all as specified and directed. |
| 8 | M&L Racking out joints/ Pointing to brick work in wall or bricks on edge in floors, surface channels, drains, roofs etc and pointing to brick walls in cement mortar 1: 3 finished even and smooth complete all as specified and directed. |
| 9 | M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra lime or cement) in cement plaster 1:4 as in manhole complete all as specified and directed. |
| 10 | Taking down of existing plaster of any description complete all as specified and directed. |
| 11 | M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra lime or cement) in cement plaster 1:4 complete, including taking down cement plaster, complete all as specified and directed. |
| 12 | M& L for preparation of newly plastered surfaces of wall and applying two coat of cement base paint over one coat of primer, complete all as specified and directed. |
| 13 | M&L for Providing cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in coping & benching including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work, finished even and smooth using extra cement complete all as specified and directed. |
| 14 | M&L plain cement concrete type B1 1:2:4 (20 mm graded aggregate) in Bed to drain and mass concrete complete all as specified and directed. |
| 15 | M & L for cleaning drain of any size (300mm to 900mm) and any depth including removing of all sludge, mud, foreign material, sand, ashes, fibre, silt, grease, night soil etc and removing the taken out sludge /material out side of MD land by any means/source complete all as specified and directed. |
| 16 | M&L for precast reinforced cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cover slabs over drainage line of any type and size of manhole etc, shelves and similar articles with plain faces including necessary formwork and setting in cement mortar 1:4 including necessary use and waste of formwork and demolition of existing RCC cover slabs if any and complete all as specified and directed. |
| 17 | M&L High strength deformed TMT bars 10mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 18 | Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in soft/loose soil complete all as specified and directed. |
| 19 | Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed. |
| 20 | Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. |
| 21 | S&F 150 mm nominal dia(6\\") Reinforced concrete pipes, class NP3, laid and jointed complete with collars in any length and joining pipes and solution in laid in trenches or in floors including demolition of existing pipes of any type, complete all as specified and directed. |
| 22 | S&F 200 mm nominal dia(8\\") Reinforced concrete pipes, class NP3, laid and jointed complete with collars in any length and joining pipes and solution in laid in trenches or in floors including demolition of existing pipes of any type, complete all as specified and directed. |
| 23 | S&F 300 mm nominal dia(10\\") Reinforced concrete pipes, class NP3, laid and jointed complete with collars in any length and joining pipes and solution in laid in trenches or in floors including demolition of existing pipes of any type, complete all as specified and directed. |
| 24 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 150mm dia pipe complete all as specified and directed. |
| 25 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 200mm dia pipe complete all as specified and directed. |
| 26 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 300mm dia pipe complete all as specified and directed. |
| 27 | Cutting into existing manholes for connecting new drains, 100mm bore and less, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required complete all as specified and directed. |
| 28 | Cutting into existing manholes for connecting new drains, 150mm and above all bore, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required complete all as specified and directed. |
| 29 | Site Clearance including of preparing the surfaces by cleaning of vegetation, debris, broken bricks, demolished concrete waste, soils of any type by any means and removing the same out of MD land and levelling the surface complete all as specified and directed. |
| 30 | M&L for hard core of broken bricks of gauge nexc 63mm deposited and spread and levelled in layers nexc 15cm thick watered and rammed to a true surface in Backside of MD Accn of Kehtrapal Vihar, Abdul Hamid vihar and at Old MES colony at Zone B complete all as specified and directed. |
| 31 | M&L for Cement concrete type D 2, 1:4:8 (using 40 mm graded graded stone aggregate) as in sub base of flooring/ hard standing including, demolished concrete waste, soils of any type by any means and removing the same out of MD land and levelling the surface complete all as specified and directed. |
| 32 | Demolition of stone slabs and tiles of any description or thickness in floors, aprons. Laid bedded and pointed in any mortar etc complete all as specified and directed. |
| 33 | Supply and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and directed. |
| 34 | M&L Chequered cement concrete tiles 25 cm X25 cm X 25 mm thick over 15 mm thick bedding of CM 1:6 in floors ,set,jointed and pointed in neat cement slurry with gray cement and pigment complete all as specified and directed. |
| 35 | M&L for 75 mm thick PCC 1:4:8 type D2 as in flooring complete all as specified and directed. |
| 36 | M&L Pre-cast cement concrete Type B1 1:2:4 (20 mm graded aggregate ) kerb Stone, setting in CM 1:4 and complete all as specified and directed. |
| 37 | S&F 110mm bore PVC RWP pipes single socketed, in any length with rubber ring joints, fixed to walls & floors with necessary MS clamps including taking down old unserviceable pipe of any type complete all as specified and directed. |
| 38 | S&F 110mm dia PVC bend any radius including benching of bends provided at ground surface in PCC 1:3:6 and complete all as specified and directed. |
| 39 | S&F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls & floors with necessary MS clamps including taking down old unserviceable pipe of any type complete all as specified and directed. |
| 40 | S&F 75mm PVC (SWR) access door bends any radius complete all as specified and directed. |
| 41 | S&F 110mm PVC (SWR) access door bends any radius complete all as specified and directed. |
| 42 | S&F 110mm PVC (SWR) junction single, (Single T) equal or unequal provided with access door complete all as specified and directed. |
| 43 | S&F 75mm PVC (SWR) junction single, (Single T) equal or unequal provided with access door complete all as specified and directed. |
| 44 | S&F 110mm PVC(SWR) vent cowl complete all as specified and directed. |
| 45 | S&F, PVC Gully trap 75mm bore with grating incl jointing with solvent cement fixed in cement concrete type B1 (1:2:4) complete all as specified and directed. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 06, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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