Tender For Repairs And Cleaning To Sewage Line, Manhole, Spetik Tank, Soakage Pits At Hirakudna In The Aor Of Age B/R-Ii Under Ge (North) Delhi Cantt -10
Tender Overview
Project Description
Tender for Repairs And Cleaning To Sewage Line, Manhole, Spetik Tank, Soakage Pits At Hirakudna In The Aor Of Age B/R-Ii Under Ge (North) Delhi Cantt -10
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Aug-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 18-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning and desilting of gully trap chamber, (Wash Basin Trpas, Urinal Traps) including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 2 | Cleaning of blockage WC indian pattern or european for removing of all the mud/sludgs and getting out including cleaning SGSW or GI pipe upto 1st manhole and depsoting the sludgs in a pit of suitable size at a distance exceeding 50 meters from the gully trap and converting the same with the soil obtained from the excevation and earthwork complete all as specifed and as directed by Engineer in charge |
| 3 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150 mm dia upto 300 mm |
| 4 | Demolishing cement concrete type 1:4:8 or lenear Mix manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge. |
| 5 | 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 exc 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. but not exceeding 300 mm dia |
| 6 | Dismantling of old S.W/PVC/NP2 pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps : upto 150mm dia complete all as specified and directed |
| 7 | Dismantling of old S.W/PVC/NP2 pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials into municipal dumps size 200mm dia complete all as specified and directed |
| 8 | M&L for 150mm bore DWCPE pipe as per IS-16098, ISI marked, laid in trenches and jointed, tested including laying complete with collars as per manufacturer instructions including demolition and breaking up old sewage line of any type and any dia set in cement mortarv including demolition of PCC huanching and bedding complete all as specified and directed. |
| 9 | M&L for 200mm bore DWCPE pipe as per IS-16098, ISI marked, laid in trenches and jointed, tested including laying complete with collars as per manufacturer instructions including demolition and breaking up old sewage line of any type and any dia set in cement mortarv including demolition of PCC huanching and bedding complete all as specified and directed. |
| 10 | M&L for cement concrete 1:3:6 type C-2 using 40mm graded stone aggregates incl packing under and haunching against the sides for 150/200mm internal dia SGSW / RCC /DWCPE pipes after they are laid and tested including demolition of old bed and pipes omplete all as specified and as directed. (thickness of concrete bed 100mm). |
| 11 | Making connection of drain or sewer line pipes 100 to 250 mm diameter 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 : |
| 12 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. |
| 13 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 14 | Two or more coats Painting with synthetic enamel paint of approved brand and manufacture to give an even shade on new steel surfaces inlcuding redoxied primer |
| 15 | Demolishing brick work builnt in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 16 | M&L for Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth/Drain in Cement Mortar 1:4 |
| 17 | M&L 12 mm thick Rendering in cement mortar 1:4 on faces of brick work or concrete external surfaces of wall finished even and smooth without using extra cement all as specified and directed by Engineer-in-Charge. |
| 18 | M&L cement concrete type B1 (1:2:4) using 20mm graded aggregate as in coping, benching rounded or chamfered on edges complete complete all as specified and directed. |
| 19 | Providing SFRC manhole covers and frame medium duty of overal size 900mm X450mm X80mm thick, factory made and test load 10 tonnes (MD-10), strength as per IS: 1726-1991 (Make-Polycrete) all as specified by Engineer-in-Charge. |
| 20 | Demolishing R.C.C. work in any position manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50metres lead as per direction of Engineer - in- charge |
| 21 | M&L for RCC type B1 1:2:4 (20mm Graded stone aggregate) Septik Tank Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.Note:- Removal of falling debries in spetik tank romoval inlcudes. |
| 22 | M&L for Form work as in soffits of slabs (Septik Tank slab) etc. complete all as specified and directed. |
| 23 | M&L mild steel deformed or twisted bars 10mm dia and over cut to length bent to any shape/ size required including cranking bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality complete all as specified and directed. |
| 24 | M&L cleaning of chocked sewer line / Tanks by diesel/petrol runing vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 ltrs water jetting tank including skilled operator, supervisig engineer, labour etc for cleaning and partial desilting of manholes and dechocking of sewer lines of any dia & size and in any description, dechocking and flushing of sewer line from one manholes to another by high pressure jetting system of 2200 PSI for sewer line of following mentioned dia for all depth complete all as specified and directed.Note: Rates quoted cleaned for 08 hrs of above mentioned machine. Any work carried out throughout 08 hrs shall be measured as one Job.Note:- Septic tank and soakage well be cleaned by Mechanical Vehicle (Tanker) and Dewatering/Sludge to be thrown away outside of defence area. |
| 25 | 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 except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 26 | Demolishing cement concrete type 1:3:6 or richer Mix manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge. |
| 27 | M&L for 75mm thick PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in subase, complete all as specified and directed. |
| 28 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) including Dark shade pigment using ordinary cement |
| 29 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish 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. |
| 30 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 31 | Providing and laying 80 mm thick faciory made cement concrete inter locking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 32 | Providing and laying 60 mm thick faciory made precast concrete grass pavers grids with the aesthetic appeal of natural turf of M -25 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 33 | Providing and laying 60 mm thick faciory made cement concrete inter locking paver block of M -25 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 34 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.Note:- Existing Running Sewage Line necessary cleaning & reconnecting with exiting sewage line & No Separate payment will make on account of running sewage line. |
| 35 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I.cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. Note:- Existing Running Sewage Line necessary cleaning & reconnecting with exiting sewage line & No Separate payment will make on account of running swage line. |
| 36 | S&F precast fibre reinforced cement concrete Manhole cover (Ist quality) including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet medium duty of overall Size 500mm x1000mmx75mm omplete all as specified and as directed. |
| 37 | Provding Plain cement cocnrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) : 50mm thick finishing with fair surface withour usiing extra cement. |
| 38 | Providing and fixing unplasticised - PVC 75mm bore pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 39 | Providing and fixing unplasticised -PVC 110mm bore pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 40 | M&L for Disconnecting to existing soakage pit and Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design, inclusing excavation & Remaoval excavated soil and filling of brick bats/coal etc in soak pit complete all as specified and directed. |
| 41 | M&L for Complete removal of old surface and preparation of old decorated or previously treated wall surfaces, brooming down or steel wire brushing; scrapping down smoke soot moulds, moss and efflorescent salts and trading oil and greasy spots etc and applying two coat of 100% Exterior and Interior Premium acrylic emulsion paint with fully automatic airless Spray technology with maximum working pressure having VOC less than 50gm/litre and UV resistance as per IS 15489;2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives @ 1.43 litre/10 sm over and including priming coat of exterior primer applied @ 0.90 litre/10 Sqm over new/ old previously treated wall surfaces. |
| 42 | S&F in repairs vitreous china wash down water closet pedestal pattern white complete and connectin to single symphonic action type PVC flushing cistern 10 ltr capacity and fixed in floor with brass screw complete all as specified and directed by Engr-in-Charge Make : Hindware/Parryware |
| 43 | S&F in repair PVC valveless, with top button double action type,syphonic action type flushing cistern, 10 litres capacity, low level, white with inlet, ball valve, float and handle, 32 mm dia PVC long bend flush pipe, fixed in repairs, complete all as specified. |
| 44 | S & F in repair Angle valve with wall flange, 15mm bore, fancy type, chromium plated with long shank and cup, cast copper alloy, screwed down, high pressure with crutch or butterfly handle, both ends screwed for iron pipe or for union etc., complete all as specified |
| 45 | S&F in repair PVC connections 15 mm size with PTMT nuts of length 600 mm long |
| 46 | S&F in repair CP hand spray (health faucet with 1.5 M long easy flex tube in chrome finish and wall hook) complete all as specified and directed. Make : Cer/Prayag/Hind Ware |
| 47 | Supply only EWC Seat cover Black/white colour as approved of PVC closed pattern with flat bottom and mild steel lchromium plated or aluminised hinging device complete all as specified and directed. |
| 48 | Dismantling of floor, hearth or wall tiling with cement mortar bedding, backing and dispose rubbish out off the premises complete all as specified and directed. |
| 49 | M&L Ceramic coloured tiles heavy duty of size 400x400mm x 9 to 13mm thick as in vehicle parking shed, out door path, etc set and jointed in neat cement slurry and pointed in colour cement laid over 10mm thick rendering in CM (1:4) complete all as specified and directed. |
| 50 | S&F Pre-Painted galvalume aluminum zinc coating GI based Plain/Corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws including dismanteling of existing sheets complete all as specified. Please Enable Macros to View BoQ information |
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