Tender For Improvement To Sewage Line And Manhole At Certain Locations In C Area At Ge (Af) Palam Delhi Cantt-10
Tender Value
42.72 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
19 days left
EMD
85500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement To Sewage Line And Manhole At Certain Locations In C Area At Ge (Af) Palam Delhi Cantt-10
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exceeding 1.50 mtr wide and not exceeding 1.50mtr in depth for foundation, trenches, pipe lines, storm water drains etc including setting out, clearing & grubbing, removal of debris, dewatering if required, strutting, shoring/sheet piling if required, dressing the sides, levelling to grade and ramming the bottom, stacking/disposal of surplus excavated material within a lead of 0.5 KM etc complete for all types of soils including ash, laterite, moorum, weathered rock, decomposed rock, soft rock etc which can be excavated by means of crow bar, pick axe pneumatic rock breaker attachment with poclain/excavator etc but does not require chiselling or blasting etc complete all as specified and as directed. |
| 2 | Description all as per ser item no. 01 above, but trenches of depth exceeding 1.50mtr and not exceeding 3.00 mtr complete all as specified and as directed. |
| 3 | Description all as per ser item no. 01 above, but trenches of depth exceeding 3.00mtr and not exceeding 4.5mtr complete all as specified and as directed. Note for Ser Item No 1 to 3:- Excavation for trenching shall be carried out either manually or mechanically, as directed by the Engineer-in-Charge/GE. The mode of excavation shall be decided based on site conditions and shall be executed only as per the written directions of the Engineer-in-Charge /GE. The Contractor shall not be entitled to any extra payment on account of the mode of excavation adopted. |
| 4 | M&L for concrete bed to drain pipes including pipes under and haunching against the sides of pipes after they are laid and tested in cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregates) for 200mm dia pipe complete all as specified and as directed. |
| 5 | M&L for concrete bed to drain pipes including pipes under and haunching against the sides of pipes after they are laid and tested in cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregates) for 300mm dia pipe complete all as specified and as directed. |
| 6 | M&L for concrete bed to drain pipes including pipes under and haunching against the sides of pipes after they are laid and tested in cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregates) for 450mm dia pipe complete all as specified and as directed. |
| 7 | M&L for reinforced concrete pipes 200mm dia, class NP-3, laid and jointed complete including collars complete all as specified and as directed. |
| 8 | M&L for reinforced concrete pipes 300mm dia, class NP-3, laid and jointed complete including collars complete all as specified and as directed. |
| 9 | M&L for reinforced concrete pipes 450mm dia, class NP-3, laid and jointed complete including collars complete all as specified and as directed. |
| 10 | M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. |
| 11 | M&L for brick work in sub class 'B' bricks, straight or curved on plan exc. 6m mean radius built in cement mortar (1:6) for manhole, drain work in any size and shape complete all as specified and as directed. |
| 12 | Returning, filling in, including watering and well ramming in layers not exceeding 15cm thick complete all as specified and as directed. |
| 13 | Removing of excavated materials to a distance exceeding 1.5 Km but not exc. 5 Km and depositing where directed complete all as specified and as directed. |
| 14 | M&L for cement concrete (1:2:4) type B2, (40mm graded stone aggregate) as in surface channel and drains complete all as specified and as directed. |
| 15 | M&L for 15mm thick rendering of Ready Mix Mortar of approved make on brick work or concrete surfaces on external walls, finished the surface even and smooth without using extra cement as in whole or in patches etc complete all as specified and as directed. |
| 16 | M&L for flush pointing in CM (1:4) to brick walls, drain brick surfaces as in vertical and horizontal including preparation of surfaces complete all as specified and as directed. |
| 17 | M&L for cutting holes in brick walls, built in cement mortar or cement lime mortar, exc half brick but not exceeding one brick thick wall, for inserting cement concrete pipe and making good dismantled portion with cement mortar (1:3) or cement concrete (1:2:4) type B1 (using 20mm graded stone aggregates) as required complete all as specified and as directed by Engr-in-Charge. |
| 18 | M&L for cement concreate (1:2:4) type B1 (using 20mm graded stone aggrigate) as in coping including necessary use and waste of form work and finishes the surfaces even and smooth without using extra cement complete all as specified and as directed. |
| 19 | S&F SFRC manhole cover with frame of size exceeding 1 sqm but not exceeding 1.5 sqm each with thickness of cover 100mm, surrounded with steel strip of size (100 x 2)mm reinforced as per manufacturer's design in manufactured process laid over manhole of square /rectangular complete all as specified and as directed by Engr-in-Charge. |
| 20 | S&F GI rungs with bitumen paint as per directed by Engineer-in-Charge complete all as specified and as directed. |
| 21 | S&F in repair PVC (SWR) waste and vent pipe 100mm bore in any length with rubber ring joint laid in floor or wall including taking down old one complete all all as specified and as directed. |
| 22 | Cleaning of sewage lines including manholes of dia 150mm to 300mm and depth exceeding 1mtr including de-sludging by super sucker machanically operated truck mounted of minimum 25 tonne capacity with minimum 12000 ltr water tanker fitted with high pressure jet ( Min jetting pressure 3000 PSI to 4500 PSI) machine for 8 working hours per day excluding stand by period and disposal period of sluge out side MoD land complete all as specified and as directed. Note:- Log Book of machine duly mentioning date, time and machine number of truck. |
| 23 | M&L for machine pressed, glossy finished 25mm thick coloured cement concrete chequered tiles of size (300mm x 300mm) of pattern as approved set, jointed and pointed with neat cement slurry and pointed with coloured cement to match laid over and including cement screed bed of 15mm thick in cement mortar (1:6) with and including over 75mm thick cement concrete (1:3:6) type C2 (using 40mm graded stone aggregate) as in sub base complete all as specified and as directed by Engineer-in-charge. |
| 24 | M&L for machine cut Kota stone slab 18 to 20mm thick as in floors set and jointed with grey cement slurry and pointed with coloured cement to match the shade of slab including white marble in border (150 mm width) and size of slab not less than (55cm x 55cm) with and including over 15mm thick screed bed in cement martar (1:4) and a coat of cement slurry @ 3kg/sqm including granite (mirror) polishing complete all as specified and as directed. |
| 25 | M&L providing precast cement concrete rubber moulded coloured chequered tiles 80mm thick even finish on top and shape/design as approved laid over and including 25mm thick sand cushioning complete all as specified as directed. |
| 26 | M&L for 75mm thick cement concrete (1:3:6) type C2, (using 40mm graded stone aggregate) as in hard standing/ pavings/ plinth protections, surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 27 | M&L for PVC (SWR) waste and vent pipe 75mm bore in any length with rubber ring joint laid in floor or wall including taking down old one complete all all as specified and as directed. |
| 28 | S&F PVC (SWR) bends of any radius 110mm bore complete all all as specified and as directed. |
| 29 | S&F PVC (SWR) bends of any radius 75mm bore complete all all as specified and as directed. |
| 30 | S&F 110mm dia PVC (SWR) vent cowl complete all all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 26 daysTender Documents
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