Tender For Providing And Laying Sewage Network System Karmchari Quarter To Near Hospital Substation At Iit Delhi.Sub Head :Sewage Network & Civil Works
Tender Value
74.19 Lakhs
Estimated cost
Bid Submission
01 Oct 2026
2 days left
EMD
1.48 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Providing And Laying Sewage Network System Karmchari Quarter To Near Hospital Substation At Iit Delhi.Sub Head :Sewage Network & Civil Works
BOQ
| Sl. No. | Item Description |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | 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 and for all lif. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 7 | All works above plinth and upto floor V level |
| 8 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 10 | Cement mortar 1:4(1 cement :4 coarse sand) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 12 | Cement mortar 1:4(1 cement :4 coarse sand) |
| 13 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand): |
| 14 | Raised and cut pointing |
| 15 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 16 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : |
| 17 | For pipes 250 to 300 mm diameter |
| 18 | Providing HDPE Pipe of material grade PE-80, PN-4 as conforming to IS: 14333:1996 (amended up to date) suitable for butt fusion jointing |
| 19 | Installation of HDPE product pipe by HDD method for on grade gravity sewer including preparing and setting up the plant and equipment, preparing new pipe-work material, making of entry & exit pits upto 3 meter depth, installing new pipe-work and commissioning system or making the system ready for commissioning by HDD operating including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling, stringing, reaming, and pulling back the new pipe-work on the designed bore path alignment,proper disposal of drilling fluid and back fill ofsite after completion all inclusive as perIndSTT:101-2018: Code of Practice for Horizontal Directional Drilling TechniqueSuiting Indian Conditions.(a) HDPE Pipes between 355 mm & 450 mm Outer Dia. (Other soil types /Mixed Strata.) |
| 20 | Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.50 m and depth 2.28 m having pre-cast RCC M- 40 grade circular manhole cover frame (ID 0.56m), conical piece top ID 0.56 m, bottom ID 1.50m, vertical height 1.305m, wall thickness 125mm duly fitted with SFRC Footrests, and circular risers of required height (ID 1.50 m, height 150/225/300/600/900/1200 mm wall thickness 125mm duly fitted with SFRC Footrests) below conical piece as per required depth of manhole and having steel reinforcement @not less than 80 kg per cum of concrete piece, including cast-in-situ CC M-10 grade foundation of 2.125m dia and 150mm thickness, CC M15 grade circular wall ID 1.425m, wall thickness 200m, height equal to OD of sewer pipw + 50 mm, CC M15 grade benching and channel portion including neat cement punning up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), including cost of shuttering, steel reinforcement, testing for water tightness etc complete in all respect as per drawing, specifications and as per direction of the Engineer-in charge.Note: Excavation of earth work and road cutting for manhole will be measured and paid separately. |
| 21 | Extra per meter depth of 1.50 m internal dia circular Pre-cast RCC M-40 grade manhole beyond 2.28 m up to IL 11.27m depth built with 1.50 m internal dia Precast risers of M-40 grade RCC circular risers of height 150/225/300/600/900/1200 mm and wall thickness of 125 mm duly fitted with SFRC Foot rests and all completeas per drawings, specifications and as per direction of the Engineer-In-Charge.Note: Excavation of earth work and road cutting for manhole will be measured and paid separately. |
| 22 | Providing and supplying of class SN 8 structured wall polyethylene piping system (pipe with online/offline coupler and elastomeric sealing ring)with non smoothexternal annular corrugated and smooth internal surface (double wall ) for non- pressure underground sewerage and drainage application as per EN:13476-3/IS16098(Prt-2):2013 including all local and central taxes,transporation,freight charges,octroi,inspection charges,loading,unloading,conveyanvce to the departmental stores etc. complete(a) For 300 mm inner dia DWC HDPE pipe |
| 23 | Lowering, laying and jointing of class SN 8 structure wall (external annular corrugated and smooth internal surface)polyethylene piping and fitting with the help of coupler (online/offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depthandalignment,testingthewatertightnessofjoints,ensuringthecontinuity test of specified pipe segmentetc.completeas per drawing, specification and detailed engineering, including carriage of pipe and fitting from sit stacks to the place of laying etc, as per direction of engineer - in - charge(a) For 300 mm inner dia DWC HDPE pipe |
| 24 | Constructing brick masonry circular manhole 3’-00” internal dia(0.9 m) at bottom and 1’-10” or 0.56 m dia at top, depth upto IL 3 ft. or 0.9 m. Built inbrick work with extruded burnt sewerbrick (in FPS Size) confirming to IS- 4885-1988 in curved in cement mortar 1:4 (1 cement : 4 coarse sand) excluding excavation but including 9” or (0.23 m)thick foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) including centering and shuttering and fixing SFRC manhole cover and frame (Heavy Duty) 560 mm internal dia fixed in cement conc. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and 12 mm thick cement plaster both inside and outside with cement mortar 1:4 (1 cement : 4 coarse sand) and inside plaster to be finished with a floating coat of neat cement. Making necessary channel in cement conc. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all complete as per departmental drawings and as directed by Engineer-in-Charge.Note: Cement required 2.68quintals/EachCost of manhole frame and cover shall be paid separately. |
| 25 | Extra per meter depth of 3’-0” dia or 0.9 m internal circular manhole beyond 3’-0” or 0.91 m up to IL 5'-6\\" or 1.67m depth built in brickwork (in FPS Size) with extruded burnt sewer bricks conforming to IS-4885-1988 in curvedin cement mortar 1:4(1 cement : 4 coarse sand ) 12 mm thick plaster both inside and outside with cement mortar 1: 4(1 cement : 4 coarse sand) and inside plaster to be finished with a floating coat of neat cement and all complete as per departmental drawings and as directed by Engineer-in - charge.Note: Cement required 1 .35 quintals/Meter depth Cost of providing and fixing of plastic encapsulated foot rest will be paid separately |
| 26 | Supplying and stacking at site SFRC manhole frame and cover with steel fibre of ISI marked conforming to IS 12592 part I of HD -20/ EHD -35 with matching frame of class HD 20 IS: 12692 /EHD-35 IS: 12592 part II with 875 mm external dia and clear 560 mm internal dia EHD-35. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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