Tender For T/M Of Infrastructure Assets In R-Ii Divison During 2026-27. Sub Head - Reapir Of Damaged / Broken / Settled Portion Of Drainage Line And Gt And Bellmouth Chamber At Various Locations In Khan Market Drainage S/C.
Tender Value
15.02 Lakhs
Estimated cost
Bid Submission
16 Sep 2026
5 days left
EMD
30059
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
New Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for T/M Of Infrastructure Assets In R-Ii Divison During 2026-27. Sub Head - Reapir Of Damaged / Broken / Settled Portion Of Drainage Line And Gt And Bellmouth Chamber At Various Locations In Khan Market Drainage S/C.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 3 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 4 | Constructing brick masonry Bell mouth (silt chamber type) with FPS bricks of class designation 75 in cement mortar 1:4 ( 1 cement :4 cores sand) inside size 450x500x650mm deep channel ,side wall shall be 500mm deep below channel level over which 3nos. precast C.C. Slabs of size 150x150x150mm shall be fixed to from opening of bell under the SFRC cover and frame of rectangular shape & 450mm size including bed concrete of 150mm thick 1:4:8(1cement :4 fine sand :8 stone aggregate 40mm nominal size) and 50mm thick cement concrete of 1:2:4(1cement :2 fine sand :4 graded stone aggregate 20mm nominal size) on the three walls of size 10cm & 65 the chamber with cement mortar 1:3 (1 cement:3C/sand ) finished with a floating coat of neat cement i/c excavation and filling etc. complete as per direction and satisfaction of Engineer –in –charge. |
| 5 | Constructing brick masonry manhole (silt chamber type) inside size 120 X 90X 120 CM deep with FPS bricks of class designation 75 in cement mortar 1:4 (1 cement:4 coarse sand) 15 cm thick RCC top slab with 500 mm diameter clear opening in mix 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) inside plastering 12 mm thick cement mortar 1:3 (1cement:3 coarse sand) finished with a floating coat of neat cement and concrete 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) with neat cement punning inside the manhole complete as per standard design (depth shall be measured from invert level of pipe up to top of RCC slab and difference of 30 cm shall be kept between invert level of pipe and manhole including the cost of RCC manhole cover and frame 500MM dia which shall be paid separately. |
| 6 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes, cables etc. exceeding 80 mm dia. butnot exceeding 300 mm dia |
| 7 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 8 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 9 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints exceptat sharp curve shall not to more than 5 mm), including making drainageopening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculatevolume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 10 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading the same at any C&D waste management site within 25 Kms. Lead i.e. Shastri Park/ Burari/ Mundka including weighting at plant etc. complete as per direction of Engineer-In-Charge . Weighting and unloading at the plant shall be as per procedures / rules of the C&D Waste plant . The processing fee of C&D management at prescribed rats will be deposited by the agency and the same shall be reimbursed by the department on production of only original cash receipts. |
| 11 | Laying old Red/White Sand stone 40 mm thick stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. (Old sand stone shall be supplied by the department free of cost). |
| 12 | Providing and fixing gang saw cut sand stone by machine cut device as per approved shape and sixe and design and pattern of stone flooring over 20mm avg. thick base of cement mortar 1:5 (1 cement: 5 coarse sand ) with joints 3mm thick filled with cement mortar 1:2 (1 cement :2 stone dust) mixed with an admixture pigment to match the shade of stone and pointing with same mortar etc complete as per approved pattern, instruction and entire satisfaction of engineer-in charge. Red sand stone 40 mm thickness |
| 13 | Providing and fixing gang saw cut sand stone by machine cut device as per approved shape and sixe and design and pattern of stone flooring over 20mm avg. thick base of cement mortar 1:5 (1 cement: 5 coarse sand ) with joints 3mm thick filled with cement mortar 1:2 (1 cement :2 stone dust) mixed with an admixture pigment to match the shade of stone and pointing with same mortar etc complete as per approved pattern, instruction and entire satisfaction of engineer-in charge. White sand stone 40 mm thickness |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:(Recycled stone Aggregate and Sand has been taken)1:5:10 (1 cement : 5 sand (Manufactured sand up to 100 %) : 10 graded stone aggregate 20 mm nominal size (Recycled aggregate upto 100%). |
| 15 | Constructing brick masonry road gully chamber of 560 mm internal dia and depth 60 cm with FPS bricks of class designation 75 in cement mortar 1:4 (1 cement:4 coarse sand) over bed concrete 15 cm dia, 15 cm thick of mix 1:5:10 (1 cement :5 Coarse Sand:10 graded stone aggregate 40 mm nominal size) inside cement plastering 12 mm thick with cement mortar 1:3 (1cement:3 coarse sand) finished with a floating cost of neat cement on walls and floors including providing the fibers reinforced gully grating covers and frame 840 mm external dia confirming to special specification for the RCC gully grating cover and frame to IS 12592 Part-1 with upto date amendments including fixing and embedding the frame in 15 cm thick 12 cm width cement mortar 1:2:4 (1 cement:2 coarse sand:4 graded stone agg. 20 mm) |
| 16 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 17 | Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.bituminous portion |
| 18 | Cutting road and making good the same including supply of extra of materials i.e. aggregate, moorum screening, red bajri and labour required. Water bound macadam |
| 19 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 20 | Providing, Supplying, Lowering, Laying and Jointing of class SN 8 structured wall Polyethylene Piping system (Pipe with online/offline coupler and elastomeric sealing ring) with non-smooth external annular corrugated and smooth internal surface (double wall) for non -pressure underground sewerage and drainage application as confirm to IS 16098 (part II): 2013. The Jointing of pipe (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of oupler(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, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including all taxes, transportation, frieght charges, inspection charges, loading, unloading, cartage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer-in- charge. 400 mm Internal Diameter |
| 21 | Providing, Supplying, Lowering, Laying and Jointing of class SN 8 structured wall Polyethylene Piping system (Pipe with online/offline coupler and elastomeric sealing ring) with non-smooth external annular corrugated and smooth internal surface (double wall) for non -pressure underground sewerage and drainage application as confirm to IS 16098 (part II): 2013. The Jointing of pipe (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of oupler(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, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including all taxes, transportation, frieght charges, inspection charges, loading, unloading, cartage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer-in- charge. 250 mm Internal Diameter |
| 22 | Providing, Supplying, Lowering, Laying and Jointing of class SN 8 structured wall Polyethylene Piping system (Pipe with online/offline coupler and elastomeric sealing ring) with non-smooth external annular corrugated and smooth internal surface (double wall) for non -pressure underground sewerage and drainage application as confirm to IS 16098 (part II): 2013. The Jointing of pipe (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of oupler(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, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including all taxes, transportation, frieght charges, inspection charges, loading, unloading, cartage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer-in- charge. 300 mm Internal Diameter |
| 23 | Providing, Supplying, Lowering, Laying and Jointing of class SN 8 structured wall Polyethylene Piping system (Pipe with online/offline coupler and elastomeric sealing ring) with non-smooth external annular corrugated and smooth internal surface (double wall) for non -pressure underground sewerage and drainage application as confirm to IS 16098 (part II): 2013. The Jointing of pipe (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of oupler(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, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including all taxes, transportation, frieght charges, inspection charges, loading, unloading, cartage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer-in- charge. 200 mm Internal Diameter Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysSep 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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