Tender For Providing And Laying Of Balance Master Sewer Lines By Providing And Laying Of Reinforced Cement Concrete Np3 Pipe Of Size 600Mm, 800Mm, 900Mm And 1000Mm And Construction Of M.HS, Patrolling And Desilting Of Existing Master Sewer Line Compl
Tender Value
8.39 Crore
Estimated cost
Bid Submission
16 Nov 2026
14 days left
EMD
16.79 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Gurgaon → Haryana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing And Laying Of Balance Master Sewer Lines By Providing And Laying Of Reinforced Cement Concrete Np3 Pipe Of Size 600Mm, 800Mm, 900Mm And 1000Mm And Construction Of M.HS, Patrolling And Desilting Of Existing Master Sewer Line Complete In Sector - 81 To 87, Gurugram And All Other Works Contingent Thereto. (Including 3 Years Defect Liability Period Free Of Cost) A/C Rs. 839.61 Lakhs
BOQ
| Sl. No. | Item Description |
| 1 | Providing CCTV survey by Pan Tilt Camera with zooming and rotating 360 degree of pipe line after desilting and proper cleaning of existing sewer line for inspection and condition of pipe line and submit the soft / hard copy of the result showing the location and date of survey. The CCTV survey shall be accorded as per GIS attributes and will be verified by GIS team before and after execution of work complete in all respect to the entire satisfaction of Engineer -In -Charge. |
| 2 | Desilting of chocked master sewer lines, removing of blockage and desilting of blocked master sewer line with high pressure jetting and high volume super sucker machine, opening of blocked sewer line, manholes, diversion of sewage through pumping, disposal of retained silt to hazard free dumping ground. The work shall include mobilization of equipments, cost of sundries, T and P and safety devices, dewatering, cleaning and required plugging of manholes including cartage, loading and unloading of silt / sludge from the site, insurance of employee and labours and all over head charges etc. complete as per directions and to the entire satisfaction of the Engineer –in – charge. 1600mm i/d pipe line |
| 3 | Desilting of chocked master sewer lines, removing of blockage and desilting of blocked master sewer line with high pressure jetting and high volume super sucker machine, opening of blocked sewer line, manholes, diversion of sewage through pumping, disposal of retained silt to hazard free dumping ground. The work shall include mobilization of equipments, cost of sundries, T and P and safety devices, dewatering, cleaning and required plugging of manholes including cartage, loading and unloading of silt / sludge from the site, insurance of employee and labours and all over head charges etc. complete as per directions and to the entire satisfaction of the Engineer –in – charge. 1800mm i/d pipe line |
| 4 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORTandH specifications. |
| 5 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORTandH specifications |
| 6 | Dense Graded Bituminous Macadam 80 mm to 100 mm thickness (Grading I) - Providing and laying 80mm -100 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORTandH specifications |
| 7 | Bituminous Concrete 50 mm to 65 mm thickness (grading I) with 100-120 TPH batch type HMP - Providing and laying 50 mm - 65 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.2% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects as per technical clause 507 of MORTandH specifications as per MORTH specification. |
| 8 | Operation and Maintenance of master sewer line in Sector - 81 to 87 for 01 year. (Approx. 14 Km length or more) including patrolling and resolve all complaints (overflow, blockage, settlement of sewer line, missing manhole cover with in 02 hr. of related master sewer line complete in all respect as per the satisfaction of Engineer-in charge. |
| 9 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] |
| 10 | [17.15.3]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III material [Through Rate] |
| 11 | [17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate] |
| 12 | [21.113.11]De-silting of sewer lines by providing pumping system and temporary bypass arrangements (rising mains) to maintain flow, including removal of silt, sludge and debris using mechanical equipment. The work includes stacking, site cleaning, and safe disposal within municipal limits as directed by Engineer-in-Charge. Item also includes all safety measures (gas detectors, ventilation, barricading, lighting, traffic control, signboards), as guidelines laid in IS- 11972 (1987), insurance of workmen, and provision of all materials, labour, tools, plants, temporary power with standby, removal of malba, and all incidental works complete in all respect as per satisfaction of Engineer-in-Charge. 11. 800 mm [Through Rate] |
| 13 | [21.113.13]De-silting of sewer lines by providing pumping system and temporary bypass arrangements (rising mains) to maintain flow, including removal of silt, sludge and debris using mechanical equipment. The work includes stacking, site cleaning, and safe disposal within municipal limits as directed by Engineer-in-Charge. Item also includes all safety measures (gas detectors, ventilation, barricading, lighting, traffic control, signboards), as guidelines laid in IS- 11972 (1987), insurance of workmen, and provision of all materials, labour, tools, plants, temporary power with standby, removal of malba, and all incidental works complete in all respect as per satisfaction of Engineer-in-Charge. 13. 900 mm [Through Rate] |
| 14 | [21.113.15]De-silting of sewer lines by providing pumping system and temporary bypass arrangements (rising mains) to maintain flow, including removal of silt, sludge and debris using mechanical equipment. The work includes stacking, site cleaning, and safe disposal within municipal limits as directed by Engineer-in-Charge. Item also includes all safety measures (gas detectors, ventilation, barricading, lighting, traffic control, signboards), as guidelines laid in IS- 11972 (1987), insurance of workmen, and provision of all materials, labour, tools, plants, temporary power with standby, removal of malba, and all incidental works complete in all respect as per satisfaction of Engineer-in-Charge. 15. 1000 mm [Through Rate] |
| 15 | [21.113.7]De-silting of sewer lines by providing pumping system and temporary bypass arrangements (rising mains) to maintain flow, including removal of silt, sludge and debris using mechanical equipment. The work includes stacking, site cleaning, and safe disposal within municipal limits as directed by Engineer-in-Charge. Item also includes all safety measures (gas detectors, ventilation, barricading, lighting, traffic control, signboards), as guidelines laid in IS- 11972 (1987), insurance of workmen, and provision of all materials, labour, tools, plants, temporary power with standby, removal of malba, and all incidental works complete in all respect as per satisfaction of Engineer-in-Charge. 7. 600 mm [Through Rate] |
| 16 | [21.121.11]Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting ofconcrete beds and side of trenches, if required jointing with rubber rings intrenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paidseparately. 11. 800 mm i/d [Through Rate] |
| 17 | [21.121.12]Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting ofconcrete beds and side of trenches, if required jointing with rubber rings intrenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paidseparately. 12. 900 mm i/d [Through Rate] |
| 18 | [21.121.13]Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting ofconcrete beds and side of trenches, if required jointing with rubber rings intrenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paidseparately. 13. 1000 mm i/d [Through Rate] |
| 19 | [21.121.9]Providing, lowering, laying, cutting, jointing and testing RCC pipe class NP-3 as per IS- 458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with 3 mm thick HDPE Lining and manufactured through vertical viberated casting process with rubber rings ISI marked anti termite confirming to IS 5382 as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting ofconcrete beds and side of trenches, if required jointing with rubber rings intrenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints, cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.45, and item 21.46 including cartage loading and unloading complete in all respect, the internal diametre of the sewer being- Note : E/w to be measured and paidseparately. 9. 600 mm i/d [Through Rate] |
| 20 | [21.28]Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge [Through Rate] |
| 21 | [21.43]Extra over the rate laid down in this schedule for cement concrete work more making and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishing the surface accurately to template. [Through Rate] |
| 22 | [21.93.1]Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [Through Rate] |
| 23 | [4.14.1]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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. [Through Rate] |
| 24 | [4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate] |
| 25 | [6.1.2A]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2A. 1:2:4 (1 cement : 2 coarse sand(zone-III) including manufactured sand derived from Recycled concrete aggregate (RCA) up to 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25% ) [Rate] |
| 26 | [6.1.4A]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 4A. 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA)). [Rate] |
| 27 | [6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level [Through Rate] |
| 28 | [6.26.1]Extra for providing richer mixes up to plinth and at all floor levels. 1. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) [Through Rate] |
| 29 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate] |
| 30 | [6.29.2]Centering and shuttering including strutting, propping etc. and removal of form work for : 2. Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. [Through Rate] |
| 31 | [6.30.3]Centering and shuttering including strutting, propping etc. and removal of form for 3. Suspended floors, roofs, landings, balconies and access platform [Through Rate] |
| 32 | [6.33.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more [Through Rate] |
| 33 | [7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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